DGD-UG-002 2.02 Datgel DGD GINT Files User Guide

8/19/2019 DGD-UG-002 2.02 Datgel DGD GINT Files User Guide

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User Guide

Datgel

DGD gINT Files

DGD-UG-002 - 2.02

August 2014


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DisclaimerThe information in this publication is subject to change without notice and does not represent a commitmenton the part of Datgel Pty Ltd. The software described in this document is furnished under a license agreementor nondisclosure agreement. The software must be used or copied only in accordance with the terms of theagreement.

Every effort was made to ensure accuracy of this information. However, Datgel Pty Ltd makes no warranty asto the correctness of this information or the supplied files.

Printed in Australia. All rights reserved worldwide. No part of this publication may be reproduced in any formor by any means without the prior written consent of Datgel Pty Ltd. Comments are welcome and become theproperty of Datgel Pty Ltd.

All products mentioned are trademarks of the respective producers.

Copyright © Datgel Pty Ltd 2014

Datgel Pty LtdSuite 73, Level 4, The Hub89 - 97 Jones StreetUltimo NSW 2007 Australia

Tel: +61 2 8202 8600Fax: +61 2 8079 5855

Datgel Asia Pte Ltd261 Waterloo Street#03-36 Waterloo CentreSingapore 180261

Tel: +65 6631 9780Fax: +65 6681 6649

Email: [email protected] Website: www.datgel.com

mailto:[email protected]:[email protected]://www.datgel.com/http://www.datgel.com/http://www.datgel.com/mailto:[email protected]


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DGD gINT Files DatgelUser Guide i DGD-UG-002 - 2.02 - August 2014

Contents About this Document .......................................................................................................... iv

System Requirements ....................................................................................................................... v Software .......................................................... .............................................................. ................................ v Hardware and Operating System ............................................................. ..................................................... v

Required Windows Components .............................................................. ..................................................... v Conventions and typography used in this guide ............................................................................... v

Field Colours ..................................................................................................................................... vi

1 Description of System ................................................................................................. 1 2 Installation and Configuration ...................................................................................... 2

2.1 Installation ............................................................................................................................... 2 2.2 File Types ............................................................................................................................... 2

2.2.1 General file locations .................................................... ............................................................. ... 2 2.2.2 *.GLB - Libraries ............................................................. ........................................................... ... 2 2.2.3 *.GPJ - Project Databases ...................................................... ..................................................... 2 2.2.4 *.GDT - Data Templates. ......................................................... ..................................................... 3 2.2.5 *.GDW - Drawings .......................................................... ........................................................... ... 3 2.2.6 SETUP.GSH ................................................................................................ ................................ 3

2.2.7

*.GCI / *.GCX – Import/Export Correspondence ............................... ........................................... 3 2.2.8 *.GSC – Script ................................................................................................................. ............. 3

2.2.9 *.DTY – Coordinate File ............................................... ............................................................. ... 3 2.2.10 *.GAS – gINT AGS Schema .................................................... ..................................................... 3

2.3 Configure Optimal System Properties .................................................................................... 3

3 Input ............................................................................................................................ 5 3.1 Make a new Access Project ................................................................................................... 5 3.2 Database Structure ................................................................................................................. 5 3.3 Logo ........................................................................................................................................ 6

3.3.1 Logs .................................................................................................. ........................................... 6

3.4 Options tables ......................................................................................................................... 6 3.5 General Data Entry ................................................................................................................. 7 3.6 Lab Data Entry ........................................................................................................................ 8

3.7

Site Maps ................................................................................................................................ 8

3.7.1 Importing DXF files ......................................................... ........................................................... ... 9 3.7.2 Importing ECW files ..................................................... ............................................................. ... 9

3.8 Alignments ............................................................................................................................ 10 3.8.1 Importing an Alignment ................................................................................ .............................. 10

3.9 Drapes .................................................................................................................................. 12 3.9.1

Importing a Fence Drape ........................................................................................................... 12

3.10 Surfaces ........................................................................................................................... 14 3.10.1 Importing Grid Files ......................................................................................................... ........... 14 3.10.2 Importing Triangulated Irregular Network (TIN) Files ................................................................. 15

3.11 gINT Rules ....................................................................................................................... 15 3.11.1 Activation................................................................................. ................................................... 16 3.11.2 Table and System events ........................................................ ................................................... 16

3.11.3

Add-In commands .......................................................... ........................................................... . 16

4 Output ....................................................................................................................... 17 4.1 Logs ...................................................................................................................................... 17 4.2 Fences .................................................................................................................................. 18 4.3 Graphs .................................................................................................................................. 18 4.4 Histograms ............................................................................................................................ 28 4.5 Graphic Tables...................................................................................................................... 28 4.6 Text Tables ........................................................................................................................... 28 4.7 Graphic Text Documents ...................................................................................................... 29 4.8 Text Documents .................................................................................................................... 29 4.9 Site Maps .............................................................................................................................. 29

5 Convert Projects ........................................................................................................ 30

6

AGS Support ............................................................................................................. 31

6.1 Importing AGS Data .............................................................................................................. 31 6.2 Exporting AGS Data ............................................................................................................. 31


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6.3 AGS Checker ......................................................................................................................... 32 6.4 Editing AGS Files .................................................................................................................. 32

6.4.1 Editing in Excel® ............................................................................................................... ......... 32 6.4.2 Editing in a Text Editor ................................................................................. .............................. 34

7 Configuring Logos in the Library ................................................................................ 35 7.1 Import a new raster file .......................................................................................................... 35 7.2 How to add a new Office ....................................................................................................... 35

8

Material and Geology Unit Graphics .......................................................................... 37 8.1 Graphic .................................................................................................................................. 37

8.2 Geology Unit 1, 2 & 3 ............................................................................................................ 37

9 gINT Program updates .............................................................................................. 38 10 Tutorial....................................................................................................................... 39

10.1 Preliminary settings for tutorials ....................................................................................... 39 10.2 Data entry of a borehole ................................................................................................... 39

10.2.1 Make a new project by cloning data template .......................................................... ................... 39 10.2.2 Enter data ............................................................. ............................................................. ......... 40

10.3 Lab Data Entry Add-In ...................................................................................................... 47 10.4 Graphical Data .................................................................................................................. 48 10.5 Preview from INPUT ......................................................................................................... 48

10.6

Formatting ......................................................................................................................... 49

10.6.1

Format Menu ................................................................. ............................................................. 49

10.6.2 Interface changes ........................................................... ............................................................ 49 10.6.3 Input tools ............................................................. ............................................................. ......... 49

10.7 Importing/Exporting Data .................................................................................................. 50 10.8 Output ............................................................................................................................... 51

10.8.1 Logs ................................................ ............................................................. .............................. 51 10.8.2 Fence Exercise 1 ............................................................ ............................................................ 52 10.8.3 Fence Exercise 2 ............................................................ ............................................................ 54 10.8.4 Graphs........................................................................... ............................................................. 58 10.8.5 Other reports ................................................................. ............................................................. 58 10.8.6 Further Output Options .............................................................. ................................................. 58

10.9 AGS Format ...................................................................................................................... 58 10.9.1 Export AGS Format data ................................................................................................. ........... 58

10.9.2

Import AGS Format data ........................... .............................................................. ................... 59

Appendixes

Appendix A Example Reports

Figures

Figure 1 – INPUT with tree and tab navigation .......................................................................................... 5 Figure 2 – PROJECT_OPTIONS ..................................................................................................................... 6

Figure 3 – POINT_OPTIONS .......................................................................................................................... 6

Figure 4 – Graphical Data Input ................................................................................................................. 7 Figure 5 – Site Maps Support module ....................................................................................................... 9 Figure 6 – Site Map application with ECW file ......................................................................................... 10 Figure 7 – Alignments Support module ................................................................................................... 10 Figure 8 – Alignments table ..................................................................................................................... 11 Figure 9 – Site Map application with two Alignments .............................................................................. 12 Figure 10 – Fence Drapes Support module ............................................................................................. 12 Figure 11 – Fence Drape showing a seismic section .............................................................................. 13 Figure 12 – Surfaces Support module ..................................................................................................... 14 Figure 13 – TIN Surface ........................................................................................................................... 15 Figure 14 – Convert Projects ................................................................................................................... 30

Figure 15 – Import from AGS File ............................................................................................................ 31 Figure 16 – Export to AGS File ................................................................................................................ 32

Figure 17 – Select Points to Export ......................................................................................................... 32


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Figure 18 – Editing AGS Files in Excel® ................................................................................................. 33 Figure 19 – DG_COM_OFFICE ..................................................................................................................... 35

Tables

Table 1 – Field Colours .............................................................................................................................. vi Table 2 – Graph User Report Variables ................................................................................................... 28

Table 3 – Site Maps User Report Variables ............................................................................................. 29


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DGD gINT Files DatgelUser Guide iv DGD-UG-002 - 2.02 - August 2014

About this DocumentThe DGD gINT Files is designed to fulfil the needs of the following classes of organisation operating inEnglish:

SI contractor logging boreholes and undertaking in situ testing

Geotechnical consultant

The key features of this product are:

Import and export of AGS 3.1, AGS 3.1(SG), AGS4, AGS4 NZ

Component descriptions, log reports and pick lists for

o ASTM standardo Australiao British standard locations, such as UK, Ireland, Middle East, HK, Malaysia, and

Singaporeo New Zealand

Fence diagrams with basic option

Site maps with basic option

Summary graphs with extensive options

Summary tables

DLL program with calculations or features for:

o SPTo coreo point loado soil classification from PSD and Atterberg results

o borehole related validationo lab data entry – enter results of man tests into one table, and data is automatically

written to the detailed lab test tables

This document describes how to use the custom set of gINT files. It is not an all-encompassingdocument and should be read in conjunction with gINT’s online help and PDF Manuals.

This version was written for DGD gINT files version 2.06, DLL version 2.0.8 and gINT version8.30.03.### or later.

Related documents

Procedures for Checking AGS (SG) DataDescribes checking and review procedures for AGS Format data.

Bentley gINT User Guides, installed with gINT and stored in this folder:C:\Program Files\Bentley\gINT\docs

Datgel Administration Tools User Guide

Tools for gINT Administrators and Power Users: Convert Tool, Export Tool, Find or SetProperties Tool, SQL Tool, and Lookup List Check Tool.

Datgel Fence and Map Tool User Guide

Extensive range of fence reporting option based on the DGD database structure. Dynamically

defined scale bars on both fence and map reports. Dynamically defined fence post and mapdata marker legends. Pages sizes ranging from A4 to A1.


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DGD gINT Files DatgelUser Guide v DGD-UG-002 - 2.02 - August 2014

Support

For technical support please email [email protected], call +65 6631 9780 or +61 2 8202 8600.

System Requirements

Software

The product runs optimally using gINT Professional or gINT Professional Plus, version8.30.03.206 or higher

Datgel DGD gINT Files DLL program version 2.0.8 or higher

Hardware and Operating System

Same system requirements as gINT V8i Ss1 (08.30.03.###)

Required Windows Components

1. Windows Installer 3.1

2. .NET 3.5 Framework SP1

Conventions and typography used in this guide

Note: Tips and additional Information to help you.

> Used to indicate a series of menu commands.

e.g. Select File > Open.

| Used to indicate a gINT Application Group, Application, Table Group or Table , e.g.DATA DESIGN | Project Database

Bold Text Items you must select, command buttons, or items in a list.

e.g. Navigate to UTILITIES | Convert Projects (4th tab).

Italics Emphasis Use to emphasize the importance of a point such as parameters.

e.g. Data Entry – Check Omit Must Save prompt when save is required

CAPITALS Names of keys on the keyboard. for example, SHIFT, CTRL, or ALT.

KEY+KEY Key combinations, for example CTRL+P, or ALT+F4.

Code Snippet Indicates a code snippet within a paragraph

Code sample Indicates a sample program codes inserted in user guide e.g.

public override string ToString ()

File name or path Used for formatting file name and paths e.g. abc_lib.glb orV:\10 gINT\Datgel Install Files\

Table_Name Database table name, e.g. POINT_TABLE.

Field_Name Database field name; e.g. PointID

ommand line

Command line, presented exactly as it must be entered e.g.

dir

mailto:[email protected]:[email protected]:[email protected]


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DGD gINT Files DatgelUser Guide vi DGD-UG-002 - 2.02 - August 2014

Field Colours

Each of the fields in the project tables have been coloured to improve the data entry process asindicated below in Table 1.

Table 1 – Field Colours

Field Colour Field Name and Explanation

Yellow gINT Key Field – mandatory data entry

Pastel Purple AGS Data – data associated with the AGS DataInterchange Format

Pastel GreenCalculated Field – data is written to this field by Datgel’scode

Brown - Green Data Enter and Calculated field

Pastel BeigeData Entry Field – data should be entered into this field,or data in this field influences the calculation

Pastel Red Legacy Data Field – historic data entered here, istypically from an old database

Pastel BlueOutput Option – used to control how data displays on areport

Pastel OrangeRemark or Metadata Field – additional data associatedwith the primary information

Grey Read-only


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DGD gINT Files DatgelUser Guide 1 DGD-UG-002 - 2.02 - August 2014

1 Description of SystemThe system comprises of the following components

1. gINT Professional or gINT Professional Plus V8i Ss1 (8.30.03.206 or later): Applicationinstalled on client PCs

2. SQL Server – optional if using gINT Professional Plus

a) This hosts the gINT SQL Server database(s)

3. Custom gINT Files: Customised configuration files stored on a file server and used by thegINT application

a) Library: dgd lib 2.##.glb

b) Project Files (Access format, *.gpj) – Access format files stored on file server with otherproject related files

c) Data Template: dgd 2.##.gdt

d) Correspondence files (*.gci and *.gcx)i. ags 3.1 to dlst 2.01 01.gciii. ags4.0.3 to dlst 2.01 03.gciiii. dlst 2.01 to ags 3.1 04.gcxiv. dlst 2.01 to ags 4.0.3 07.gcx

e) gINT AGS Schema:i. ags4_0_3 NZ.gasii. ags 3_1.gas

4. Datgel DGD gINT Add-In: gINT Rules DLL program which is referenced by the custom gINTLibrary and Project databases. Code for validation and calculations that return a result to theproject are in this DLL. For example the SPT and Core table calculations are here. A softwarekey license must be activated or validated for this.


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2 Installation and Configuration

2.1 Installation

Install the following applications:

1. gINT Professional Plus V8i – see question How do I install gINT 8.3 V8i, or upgrade from the8.2.007 or older to gINT V8i 8.3? on http://www.datgel.com/gINTFAQ.aspx. Install the 3dependencies, and if you have an old version of gINT installed, first manually uninstall the oldversion.

2. Datgel DGD gINT Files program. To install, run the setup.exe. After installation, validate oractivate the user license as described in Chapter 2 of the Datgel Product Licensing SystemUser Guide.

The custom gINT Files (*.gpj, *.gdt, *.glb, *.gcx, *.gci, *.gas) should be stored on yourorganisation’s file server and backed up daily.

Place the *.gdt, *.glb, *.gcx, *.gci and *.gas files in a non-project specific folder on your fileserver, for example R:\gINT\

Now open gINT.

Open the dgd lib 2.##.glb Library, using command File > Change Library

If you are the first to use this set of gINT files in your company, you will need to apply your companylogo. Refer to section 7 Configuring Logos in the Library.

2.2 File Types

2.2.1 General file locations

Program Installation folder: C:\Program Files\Bentley or C:\Program Files(x86)\Bentley

Custom files: C:\Users\Public\Documents\Bentley

User specific setting files: C:\Users\\AppData\Local\Bentley\gINT

2.2.2 *.GLB - Libraries

All reports, symbols, lookup lists, and library tables. On installation the name is LIBRARY.GLB.However, you can have as many GLB files as desired, named as you wish.

Location: The Library File property of the File > System Properties or File > Change Library menuitem in any application sets the location and name of the current library. You can change this in anyapplication and it will go into effect immediately. See Network Considerations for special optionsregarding this file.

2.2.3 *.GPJ - Project Databases

These contain the data from the Input application.

Location: The default folder is specified in the Projects property of the File > System Properties menu

item. However, they can be located anywhere.

http://www.datgel.com/gINTFAQ.aspxhttp://www.datgel.com/gINTFAQ.aspxhttp://www.datgel.com/gINTFAQ.aspxhttp://www.datgel.com/gINTFAQ.aspx


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2.2.4 *.GDT - Data Templates.

These store the structure and input formatting of project databases. You use these to create newprojects through the cloning process and reports use them to display the database structure.

Location: The default folder is specified in the Data Templates property of the File > SystemProperties menu item. However, they can be located anywhere.

2.2.5 *.GDW - Drawings

These are drawing files that are not connected to any project, data template, or library. They areaccessed in the Drawings > General Drawing application. Each General Drawing file can contain asmany pages as desired. All output from the Output application group can be sent to a GDW file via theExport field.

Location: The default folder is specified in the Drawings property of the File > System Properties menu item. However, they can be located anywhere.

2.2.6 SETUP.GSH

Contains the information shown in the File > System Properties dialog, stores the previous currentproject, point, page from each application, and the recent file lists.

Location: C:\Users\\AppData\Local\Bentley\gINT

2.2.7 *.GCI / *.GCX – Import/Export Correspondence

A correspondence file tells the program the relationships between the tables and fields in the sourceand the target files.

Location: The default folder is specified in the Data Template property of the File > System Properties menu item. However, they can be located anywhere.

2.2.8 *.GSC – Script

A script file is an ASCII file with a list of commands for gINT to follow.

Location: Can be located anywhere.

2.2.9 *.DTY – Coordinate File

Stores custom/user defined coordinate systems. This file is created by Bentley Map.

Location: Can be located anywhere.

2.2.10 *.GAS – gINT AGS Schema

Defines a non-standard AGS format standard. For example, different data types, units, or additionalheadings and groups. This file must be manually created in a text editor. An example for standard

AGS4 is provided here C:\Program Files (x86)\Bentley\gINT V8i\bin\ags4 dict.gas.

2.3 Configure Optimal System Properties

1. Call the command INPUT | File > System Properties, and configure:

2. File location defaults

Set Project Database and Drawings to the top of the folder hierarchy where you storeproject data


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Set Data Template, Scripts and Custom coordinate to the non-project specific folder on

your file server, e.g. R:\gINT\ Check the box, Allow more than one user to open a file for editing

3. Page Defaults

4. Data Entry

Check Omit ‘Must Save’ prompt when save is required.

5. gIDraw

If you can’t see the drawing cursor in drawing applications the check Use small drawingcursor .

6. Output

Set Unspecified Line Thickness (inches): 0.007 Set Unspecified Point Thickness (inches): 0.01

Set Number of digits to force sci. notation on frame divisions: 9

Check Boundary Line inserted below last text segment at a depth.

7. DXF Files

No change

8. General

If you wish to use Database Design, Report Design etc, you will need to uncheck Hide DesignApplications. This is now unchecked by default.


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3 InputThe INPUT application is where data entry is done, and is the primary area where data can be importedand exported.

3.1 Make a new Access Project

To make a new Access Project File:

1. Run the command INPUT | File > New Project or the (new) icon > Clone Data Template…

2. Browse to the data template dgd 2.##.gdt, and click Open

3. Name the new project file, and click Save

3.2 Database Structure

The project database tables are grouped and ordered in a logical way, with borehole related tablegroups first in the list, followed by in situ testing, lab testing, and then other tables.

Figure 1 – INPUT with tree and tab navigation


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3.3 Logo

3.3.1 Logs

The logo on all reports is controlled by the field PROJECT.Office. This allows the user company to displaytheir logo on analysis type reports.

See section 7. Configuring Logos in the Library for further details.

3.4 Options tables

The PROJECT_OPTIONS and POINT_OPTIONS tables are stored under the Options table-group.

Figure 2 – PROJECT_OPTIONS

Figure 3 – POINT_OPTIONS


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If a Point level option is configured, then it will be used in precedence over the Project level option.

The Graphic_Log fields control which graphic source will be used on log reports, the options are:

Graphic – sourced from STRATA_MAIN.Graphic

Geology Unit 1 – sourced from STRATA_MAIN.Geology_Unit_1

Geology Unit 2 – sourced from STRATA_MAIN. Geology_Unit_2

3.5 General Data Entry

Probably the simplest way to first use gINT to produce a log is to use Graphical Data Input in contrastto Grid Input. Graphical Data Input is found under Additional Modules > Graphical Data Input or

by clicking on the following icon . It allows the user to see a representation of the log on thescreen, click on the data area of interest and the associated tables will popup. To change the report youare working on, go to File > Select Report for Input. To change PointID when in Graphical Data Input,double click anywhere on the title bar to bring up the PointID interface and click Select to choose thePointID you want, as below.

Figure 4 – Graphical Data Input

The alternative is Grid Input which is a spread sheet type interface that users will find faster and moreconvenient as experience is gained with the data structure. This interface is always the default and canbe returned to by clicking on the Grid Data Input tab.


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3.6 Lab Data Entry

The Lab Data Entry feature provides the user with an option to efficiently enter and edit multiple labresults in one table interface. The procedure is as follows:

1. Navigate to INPUT | Main Group | Lab Data Entry

2. Select the desired PointID

3. Call the command, Add-Ins > Datgel DGD gINT Files > Pre-populate Lab Data Entry Table.This will cause all existing lab data within the scope of the table to display.

4. Now the user may:

a) Enter/edit data on existing records,b) Create new records and enter data. Select a Sample and enter a value for Specimen Depth

and optionally Specimen Number .c) Delete a record by checking the delete check box.

5. When the table saves a message box will display and the user may choose from the option, toupdate, discard, or return to the grid continue editing.

The configuration of this feature is stored in the library table DG_LAB_DATA_ENTRY_CONFIGURATION. To

add additional test results it is a simple exercise of adding a field to LAB_DATA_ENTRY, and then adding acorresponding record to DG_LAB_DATA_ENTRY_CONFIGURATION .

3.7 Site Maps

Before trying to work with Site Maps in gINT, you should verify that the Site Maps module has been

enabled. This is done by selecting the Additional Modules menu and ensuring that there is a nextto the Site Maps Support item; as illustrated below in Figure 5.


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Figure 5 – Site Maps Support module

3.7.1 Importing DXF files

Drawing file type site maps are stored in the Site Maps group.

Note: gINT only supports DXF files saved in the AutoCAD Version 12 DXF file format.

To import a site map, you should move to the Site Maps group:

Select File > Import/Export > DXF Import

This will open a Windows Explorer window, in which you should browse to the location of theDXF file.

Once you have selected it, click Open and the drawing will be imported into your gINT projectfile.

Assuming that the information in the original DXF file was stored on separate layers, you can use the(Layer) button or the Modify > Layer menu item to display a list of the layer properties. From the

window that is displayed, you can chose to Hide, Lock, change the Colour of the entities on a particularlayer or Delete the entire layer; with the exception of Layer 0 which cannot be hidden or deleted.

3.7.2 Importing ECW files

Geocoded Image (such as Ortho-rectified Aerial Photographs) Site Maps are also stored in the SiteMaps group.

Note: gINT only supports images that are in the Enhanced Compression Wave (ECW) file format.

To import a Geocoded image, you should move to the Site Maps group:

Select File > Import/Export > Import Geocoded Photo

This will open a Windows Explorer window, in which you should browse to the location of theECW file

Once you have selected it, click Open and the image will be imported into your gINT project file

You can edit the properties of the image, such as the Print Order or the Layer it is stored on, by doubleclicking on it to bring up the properties window. Once you have completed any required changes, clickOK to save the changes (or Cancel to undo any changes) and to return to the Site Map view.


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Figure 6 – Site Map application with ECW file

3.8 Alignments

Before trying to Import an Alignment into gINT, you should verify that the Alignments module has been

enabled. This is done by selecting the Additional Modules menu and ensuring that there is a next

to the Alignments Support item; as illustrated below in Figure 7.

Figure 7 – Alignments Support module

Alignment data can be used on the Fence Reports, and to calculate chainage/offset from East/North forPointIDs.

3.8.1 Importing an Alignment

Alignments are stored in the Main Group | Alignments table.

Note: gINT only supports alignments that are in the LandXML file format.


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To import an alignment, you should move to the Alignments table:

Select File > Import/Export > Import Alignment

This will open a Windows Explorer window, in which you should browse to the location of thealignment file

Once you have selected the alignment file, click Open and the alignment will be imported into

your gINT project file

The Alignment (upper) table contains the general information about the alignment and, once an alignmenthas been imported, you can add additional attributes for it by selecting or entering values into theDescription, Initial Station, Alignment Line Type, Alignment Line Thickness, Alignment Line Colour and corresponding“Z” fields.

The “Z” lines are optionally associated with each alignment and allow for the storage of a profile alongthe alignment, such as original ground level. These line thicknesses are, by default stored in millimetresbut you can override this by checking the Line Thickness in inches field. If you do not want to display thealignment line on your site maps, you should check the Do not display on Site Maps field for the relevantalignment.

The Alignment (lower) table contains the Northing and Easting values of the alignment and up to 3optional Z values. The Station field is read only as it is automatically populated by gINT and it records thedistance along the alignment, based on the Initial Station value in the Alignment (upper) table.

The Z fields could hold the vertical alignment, natural ground surface, or invert of a tunnel. Further, thisdata will display on the fence reports.

Figure 8 – Alignments table


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Figure 9 – Site Map application with two Alignments

3.9 Drapes

Fence Drapes are a vertical view of a linear feature, such as a geophysical interpretation, that can beprojected onto a 2D Fence. They are stored in the Input | Fence Drapes group and there is nolimitation on the number of drapes that can be stored in a project file.

Before trying import a Fence Drapes into gINT, you should verify that the Fence Drapes module has

been enabled. This is done by selecting the Additional Modules menu and ensuring that there is anext to the Fence Drapes Support item; as illustrated below in Figure 10.

Figure 10 – Fence Drapes Support module

3.9.1 Importing a Fence Drape

Fence Drapes are a gINT Drawing object (such as an imported DXF file or image) that is stored in theproject file and they are defined by a name and the coordinates of the Drape line in plan. To add a


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Fence Drape to your project file you should move to the Input | Fence Drapes group and click on the

(new) icon or select File > New.

You should then enter a Name for the Drape and either:

the Coordinates (as a series of East and North values) and optionally specify the Initial Stationif required; or

chose an Alignment if one already exists in your project file

You should only enter either the Coordinates or chose an Alignment but not both

The Page Size and Orientation properties are only used if printing directly from with the Drapes application.

The drapes themselves are drawn in the same way you draw any gINT Drawing object, however thescales differ:

The X axis is the distance along the drape line

The Y axis is defined as the elevation

Figure 11 – Fence Drape showing a seismic section

3.9.1.1 Importing a Fence Drape Image

Once you have defined the name of the Fence Drape:

Select Draw > Graphics > In Place Bitmap Symbol

Select the Load Bitmap Symbol button to open a Windows Explorer window; in which youshould browse to the location of the alignment file

Specify either the Override Height or Override Width of the image (in metres) Specify the Override Horz Align and Override Vert Align of the insertion point of the image


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Define the X and Y values Align to determine the insertion point of the image relative to theOverride Horz Align and Override Vert Align

To view the Fence Drape image, ensure that Show at Design Time is checked

3.9.1.2 Importing a Fence Drape Drawing

Once you have defined the name of the Fence Drape:

Select File > Import/Export > DXF Import

This will open a Windows Explorer window, in which you should browse to the location of theDXF file.

Once you have selected it, click Open and the drawing will be imported into your gINT projectfile.

gINT supports DXF release 12.

3.10 Surfaces

Before trying to work with Surfaces in gINT, you should verify that the Surfaces module has been

enabled. This is done by selecting the Additional Modules menu and ensuring that there is a nextto the Surfaces Support item; as illustrated below in Figure 12.

Figure 12 – Surfaces Support module

The Surfaces group allows you store surface definitions, such as the ground surface level, in yourproject file. You can model a surface grid from your data by exporting it to a contouring program, likeSurfer, by using the File > Import/Export > Export Contouring Data option in the Input application.

Further information can be found on how to do this via the gINT Help menu; Help > Index and thenenter “Export Contouring Data” in the keyword field.

3.10.1 Importing Grid Files

If you have already created a surface grid file, you can import it into your gINT project file, which canthen be displayed on your Fence Reports.

Note: gINT only supports regularly spaced XY grid files in the GS ASCII file format

To add a Surface grid to your project file you should move to the Input | Surfaces group and click on

the (new) icon or select File > New.

Enter a Name for the surface grid and optionally add a Description.


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Select the Line Type, Enter a Thickness (in inches) and select a Line Colour

Click on the Import Grid File button to open a Windows Explorer window; in which youshould browse to the location of the grid file

Click on OK to import the surface file

Note: the thickness of the line is in inches, and a value approximately 0.01 is appropriate..

3.10.2 Importing Triangulated Irregular Network (TIN) Files

Note: gINT only supports TIN files in the LandXML file format or gINT TIN (GTN) file format.

To add a Surface grid to your project file you should move to the Input | Surfaces group and click on

the (new) icon or select File > New.

Note: If there is more than one TIN surface in the file that you are trying to import, gINT will prompt you toselect which surface you wish to import.

Enter a Name for the surface TIN and optionally add a Description.

Select the Line Type, Enter a Thickness (in inches) and select a Line Colour

Click on the Import TIN File button to open a Windows Explorer window; in which youshould browse to the location of the TIN file

Click on OK to import the surface file

Figure 13 – TIN Surface

3.11 gINT Rules

gINT Rules are additional programed functions. Some automatically run as you enter data or movethrough the INPUT application, others are run when an Add-In menu is called by the user.


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3.11.1 Activation

A license must be activated for these functions to run. Normally a Software Key type license isprovided. Please refer to Datgel’s fulfilment email.

3.11.2 Table and System events

A number of gINT Rules procedures are included in the Datgel DGD gINT Files program to validatedata entry, optimise data entry and calculate data. These include:

1. Validation that depths do not exceed the Hole Depth

2. Specimens lay within a sample range

3. Calculation of specimen description based on PSD and Atterberg data to BS and ASTM

4. Calculation of SPT data based on raw readings

5. Calculation of Core table data based on measured data

6. Calculation of DCP data

7. Calculation of Point Load Test data

8. Calculation of Data Marker and colour on the POINT table.

3.11.3 Add-In commands

Add-in commands are available from the menu INPUT | Add-Ins > Datgel DGD gINT Files, theseinclude:

1. Field and Lab Description Comparison

2. Rock UCS Average Calculations

3. Point Load Test Form

4. Pre-populate Lab Data Entry Table

5. Licensing

6. About


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4 Output

4.1 Logs

Name Description

IS AU BOREHOLE 1 Non-cored borehole log for Australian market.



IS AU BOREHOLECONTAM 1

Non-cored borehole log for Australian market.

IS AU COREDBOREHOLE 1

Cored borehole log for Australian market.





IS AU PAVEMENTS 1 Pavement / Test Pit Log for Australian market. Single field sketch per page for eachPointID. Each jpg/bmp file must be located and named: projectname> photoPointID>.jpg/bmp.

IS AU PAVEMENTS 2 Pavement Borehole / Test Pit Log for Australian market. Single field sketch per page foreach PointID. Each jpg/bmp file must be located and named: projectname> photoPointID>.jpg/bmp.

IS AU TEST PIT 1 Excavation / Test Pit Log for Australian market.

IS AU TEST PIT 2 Excavation / Test Pit Log. Single field sketch per page for each PointID. Each jpg/bmp filemust be located and named: project name> photoPointID>.jpg/bmp.

IS AU TEST PIT 3 Excavation / Test Pit Log for Australian market.

IS COASTAL BOREHOLE1

Borehole log for coastal construction A4P.

IS COASTAL BOREHOLE2

Borehole log for coastal construction A4P.

IS DCP Dynamic Cone Penetrometer Log.

IS DCP 3 PER PAGE Dynamic Cone Penetrometer Log - 3 Per Page.

IS DCP WITH TEXT ANDPLOT

DCP Log with Text and Plot.

IS HK BOREHOLE 1 Hong Kong Log. For the HKQAA logo to print, the ISO and Certificate numbers must beentered in DATA DESIGN | User System Data. If those fields do not exist, they must beadded. They are called: HKQAA_ISO and HKQAA_Certificate. Adapted from Bentley's AGS4 Standard gINT Files.

IS HK BOREHOLE 2 Hong Kong Log. For the HKQAA logo to print, the ISO and Certificate numbers must beentered in DATA DESIGN | User System Data. If those fields do not exist, they must beadded. They are called: HKQAA_ISO and HKQAA_Certificate. Adapted from Bentley's AGS4 Standard gINT Files.

IS MY BOREHOLE 1 Borehole log for Malaysian market.

IS NZ BOREHOLECONTAM 1

NZ Contaminated Land Smart Borehole/Test Pit/Well Log.

IS NZ DRILLHOLE 1 Hybrid drillhole Log.

IS NZ DRILLHOLE 2 Hybrid borehole Log.

IS NZ DRILLHOLE 3 Hybrid drillhole Log.


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IS NZ SCALARPENETROMETER

Scalar Penetrometer Log.

IS NZ TEST PIT 2 Trial Pit Log.

IS NZ TEST PIT 3 Test Pit Log with scalar.

IS NZ TEST PIT HAND AUGER 1

Test Pit or Hand Auger Log.

IS OFFSHOREBOREHOLE 1

Offshore borehole log with lab and cptu plots A3P

IS OFFSHOREBOREHOLE 2

Summary offshore borehole log with lab and cptu plots A3P.

IS SG BOREHOLE 1 Land Transport Authority Singapore borehole log report.

IS SG BOREHOLE 2 Housing Development Board (HDB) Singapore borehole log report. GWL source isPiezometer reading with Display on Log checked.

IS SG BOREHOLE 2MULT HZT

Housing Development Board (HDB) Singapore borehole log report with all pages on onesheet distributed horizontally. GWL source is Piezometer reading with Display on Logchecked.

IS SPT DESIGN LINE SPT Design Line vs Depth log report. Datgel DGD gINT Files / Datgel Lab and In Situ

Tool.

IS UK BOREHOLE UK Borehole Log. Adapted from Bentley's AGS4 Standard gINT Files.

IS UK DRILLHOLE UK Drillhole Log. Adapted from Bentley's AGS4 Standard gINT Files.

IS UK DYNAMIC PROBE Dynamic Probe Log. Adapted from Bentley's AGS4 Standard gINT Files.

IS UK STATIC CONE Static Cone Penetrometer Log. Adapted from Bentley's AGS4 Standard gINT Files.

IS UK TRIAL PIT UK Trial Pit Log. Adapted from Bentley's AGS4 Standard gINT Files.

IS VIBROCORE 1 Vibrocore log for coastal construction A4P.



IS VIBROCORE 4 Vibrocore log for coastal construction A3L.

4.2 Fences

Name Description

FENCE A3L Fence – A3 paper size – Landscape orientation with a site map

FENCE A3L NO PLAN Fence – A3 paper size – Landscape orientation without a site map

FENCE A4L Fence – A4 paper size – Landscape orientation with a site map

FENCE A4L NO PLAN Fence – A4 paper size – Landscape orientation without a site map

4.3 Graphs

Name Description

A IS CH VS DEPTH BY PTID Horizontal coefficient of consolidation from dissipation, ch verses Depth with datamarker grouped by PointID.

A IS CH VS DEPTH BY UNIT Horizontal coefficient of consolidation from dissipation, ch versus Depth with datamarker and colour grouped by Geology Unit 1.

A IS CH VS RL BY PTID Horizontal coefficient of consolidation from dissipation, ch verses Elevation withdata marker grouped by PointID.

A IS CH VS RL BY UNIT Horizontal coefficient of consolidation from dissipation, ch versus Elevation withdata marker and colour grouped by Geology Unit 1.


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Name Description

A IS CPT NORMALISED SU VSDEPTH BY PTID

Undrained Shear Strength / Effective Vertical Stress (Normalised Undrained ShearStrength) verses Depth with data marker grouped by PointID.

A IS CPT NORMALISED SU VSDEPTH BY UNIT

Undrained Shear Strength / Effective Vertical Stress (Normalised Undrained ShearStrength) versus Depth with data marker and colour grouped by Geology Unit 1.

A IS CPT NORMALISED SU VS

RL BY PTID

Undrained Shear Strength / Effective Vertical Stress (Normalised Undrained Shear

Strength) verses Elevation with data marker grouped by PointID.

A IS CPT NORMALISED SU VSRL BY UNIT

Undrained Shear Strength / Effective Vertical Stress (Normalised Undrained ShearStrength) versus Elevation with data marker and colour grouped by Geology Unit1.

A IS SPT (N1)60 VS DEPTH BYPTID

Corrected SPT (N1)60 Value verses Depth with data marker grouped by PointID.

A IS SPT (N1)60 VS DEPTH BYUNIT

Corrected SPT (N1)60 Value versus Depth with data marker and colour groupedby Geology Unit 1.

A IS SPT (N1)60 VS RL BY PTID Corrected SPT (N1)60 Value verses Elevation with data marker grouped byPointID.

A IS SPT (N1)60 VS RL BY UNIT Corrected SPT (N1)60 Value versus Elevation with data marker and colour

grouped by Geology Unit 1.

A IS SPT N VS DEPTH BY PTID Uncorrected SPT N Value verses Depth with data marker grouped by PointID.

A IS SPT N VS DEPTH BY UNIT Uncorrected SPT N Value versus Depth with data marker and colour grouped byGeology Unit 1.

A IS SPT N VS RL BY PTID Uncorrected SPT N Value verses Elevation with data marker grouped by PointID.

A IS SPT N VS RL BY UNIT Uncorrected SPT N Value versus Elevation with data marker and colour groupedby Geology Unit 1.

A IS SPT N60 VS DEPTH BYPTID

Corrected SPT N60 Value verses Depth with data marker grouped by PointID.

A IS SPT N60 VS DEPTH BYUNIT

Corrected SPT N60 Value versus Depth with data marker and colour grouped byGeology Unit 1.

A IS SPT N60 VS RL BY PTID Corrected SPT N60 Value verses Elevation with data marker grouped by PointID.

A IS SPT N60 VS RL BY UNIT Corrected SPT N60 Value versus Elevation with data marker and colour groupedby Geology Unit 1.

A L CH CACO3 VS DEPTH BYPTID

CaCO3 versus Depth with data marker and colour grouped by PointID.

A L CH CACO3 VS DEPTH BYUNIT

CaCO3 versus Depth with data marker and colour grouped by Geology Unit 1.

A L CH CACO3 VS RL BY PTID CaCO3 versus Elevation with data marker and colour grouped by PointID.

A L CH CACO3 VS RL BY UNIT CaCO3 versus Elevation with data marker and colour grouped by Geology Unit 1.

A L CH CACO3 VS UCS BY PTID CaCO3 versus UCS with data marker grouped by PointID.

A L CH CACO3 VS UCS BYUNIT

CaCO3 versus UCS with data marker and colour grouped by Geology Unit 1.

A L CH CHLORIDE VS DEPTHBY PTID

Chloride versus Depth with data marker and colour grouped by PointID.

A L CH CHLORIDE VS DEPTHBY UNIT

Chloride versus Depth with data marker and colour grouped by Geology Unit 1.

A L CH CHLORIDE VS RL BYPTID

Chloride versus Elevation with data marker and colour grouped by PointID.

A L CH CHLORIDE VS RL BYUNIT

Chloride versus Elevation with data marker and colour grouped by Geology Unit 1.

A L CH ORGANIC CONTENT VSDEPTH BY PTID Organic Matter Content versus Depth with data marker and colour grouped byPointID.


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Name Description

A L CH ORGANIC CONTENT VSDEPTH BY UNIT

Organic Matter Content versus Depth with data marker and colour grouped byGeology Unit 1.

A L CH ORGANIC CONTENT VSRL BY PTID

Organic Matter Content versus Elevation with data marker and colour grouped byPointID.

A L CH ORGANIC CONTENT VS

RL BY UNIT

Organic Matter Content versus Elevation with data marker and colour grouped by

Geology Unit 1.

A L CH PH VS DEPTH BY PTID pH versus Depth with data marker and colour grouped by PointID.

A L CH PH VS DEPTH BY UNIT pH versus Depth with data marker and colour grouped by Geology Unit 1.

A L CH PH VS RL BY PTID pH versus Elevation with data marker and colour grouped by PointID.

A L CH PH VS RL BY UNIT pH versus Elevation with data marker and colour grouped by Geology Unit 1.

A L CH RESISTIVITY VS DEPTHBY PTID

Resistivity versus Depth with data marker and colour grouped by PointID.

A L CH RESISTIVITY VS DEPTHBY UNIT

Resistivity versus Depth with data marker and colour grouped by Geology Unit 1.

A L CH RESISTIVITY VS RL BY

PTID

Resistivity versus Elevation with data marker and colour grouped by PointID.

A L CH RESISTIVITY VS RL BYUNIT

Resistivity versus Elevation with data marker and colour grouped by Geology Unit1.

A L CH SULFATE VS DEPTH BYPTID

Sulfate versus Depth with data marker and colour grouped by PointID.

A L CH SULFATE VS DEPTH BYUNIT

Sulfate versus Depth with data marker and colour grouped by Geology Unit 1.

A L CH SULFATE VS RL BYPTID

Sulfate versus Elevation with data marker and colour grouped by PointID.

A L CH SULFATE VS RL BYUNIT

Sulfate versus Elevation with data marker and colour grouped by Geology Unit 1.

A L CR CBR SWELL VSCHAINAGE BY PTID

CBR Swell versus Chainage with data marker and colour grouped by PointID.

A L CR CBR SWELL VSCHAINAGE BY UNIT

CBR Swell versus Chainage with data marker and colour grouped by Geology Unit1.

A L CR CBR SWELL VS DEPTHBY PTID

CBR Swell versus Depth with data marker and colour grouped by PointID.

A L CR CBR SWELL VS DEPTHBY UNIT

CBR Swell versus Depth with data marker and colour grouped by Geology Unit 1.

A L CR CBR SWELL VS PI BYPTID

CBR Swell versus Plasticity Index with data marker and colour grouped byPointID.

A L CR CBR SWELL VS PI BY

UNIT

CBR Swell versus Plasticity Index with data marker and colour grouped by

Geology Unit 1.

A L CR CBR SWELL VS RL BYPTID

CBR Swell versus Elevation with data marker and colour grouped by PointID.

A L CR CBR SWELL VS RL BYUNIT

CBR Swell versus Elevation with data marker and colour grouped by Geology Unit1.

A L CR CBR VS CHAINAGE BYPTID

CBR versus Chainage with data marker and colour grouped by PointID.

A L CR CBR VS CHAINAGE BYUNIT

CBR versus Chainage with data marker and colour grouped by Geology Unit 1.

A L CR CBR VS DEPTH BY PTID CBR versus Depth with data marker and colour grouped by PointID.

A L CR CBR VS DEPTH BY UNIT CBR versus Depth with data marker and colour grouped by Geology Unit 1. A L CR CBR VS PI BY PTID CBR versus Plasticity Index with data marker and colour grouped by PointID.


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Name Description

A L CR CBR VS PI BY UNIT CBR versus Plasticity Index with data marker and colour grouped by Geology Unit1.

A L CR CBR VS RL BY PTID CBR versus Elevation with data marker and colour grouped by PointID.

A L CR CBR VS RL BY UNIT CBR versus Elevation with data marker and colour grouped by Geology Unit 1.

A L CR DD VS MC BY PTID Dry Density versus Moisture Content with data marker grouped by PointID. A L CR DD VS MC BY UNIT Dry Density versus Moisture Content with data marker and colour grouped by

Geology Unit 1.

A L CR MDD VS OMC BY PTID MDD versus OMC with data marker and colour grouped by PointID.

A L CR MDD VS OMC BY UNIT MDD versus OMC with data marker and colour grouped by Geology Unit 1.

A L CR OMC VS FMC/OMC BYPTID

OMC versus FMC/OMC with data marker and colour grouped by PointID.

A L CR OMC VS FMC/OMC BYUNIT

OMC versus FMC/OMC with data marker and colour grouped by Geology Unit 1.

A L CR OMC VS NATURAL MCBY PTID

OMC versus Natural MC with data marker and colour grouped by PointID.

A L CR OMC VS NATURAL MCBY UNIT

OMC versus Natural MC with data marker and colour grouped by Geology Unit 1.

A L CS ATTERBERG BY PTID Plasticity Index vs. Liquid Limit with data marker by PointID.

A L CS ATTERBERG BY PTID A4L

Plasticity Index vs. Liquid Limit with data marker by PointID.

A L CS ATTERBERG BYSPECIMEN

Plasticity Index vs. Liquid Limit with data marker by specimen.

A L CS ATTERBERG BY UNIT Plasticity Index vs. Liquid Limit with data marker and colour grouped by GeologyUnit 1.

A L CS ATTERBERG BY UNIT A4L

Plasticity Index vs. Liquid Limit with data marker and colour grouped by GeologyUnit 1.

A L CS BULK DENSITY VSDEPTH BY PTID

Wet/Bulk Density versus Depth with data marker and colour grouped by PointID.

A L CS BULK DENSITY VSDEPTH BY UNIT

Wet/Bulk Density versus Depth with data marker and colour grouped by GeologyUnit 1.

A L CS BULK DENSITY VS RLBY PTID

Wet/Bulk Density versus Elevation with data marker and colour grouped byPointID.

A L CS BULK DENSITY VS RLBY UNIT

Wet/Bulk Density versus Elevation with data marker and colour grouped byGeology Unit 1.

A L CS DRY DENSITY VSDEPTH BY PTID

Dry Density versus Depth with data marker and colour grouped by PointID.

A L CS DRY DENSITY VSDEPTH BY UNIT

Dry Density versus Depth with data marker and colour grouped by Geology Unit 1.

A L CS DRY DENSITY VS RL BYPTID

Dry Density versus Elevation with data marker and colour grouped by PointID.

A L CS DRY DENSITY VS RL BYUNIT

Dry Density versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS EMERSON CRUMB VSCHAINAGE BY PTID

Emerson Class Number versus Chainage with data marker and colour grouped byPointID.

A L CS EMERSON CRUMB VSCHAINAGE BY UNIT

Emerson Class Number versus Chainage with data marker and colour grouped byGeology Unit 1.

A L CS EMERSON CRUMB VS

DEPTH BY PTID

Emerson Crumb versus Depth with data marker and colour grouped by PointID.

A L CS EMERSON CRUMB VS Emerson Crumb versus Depth with data marker and colour grouped by Geology


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Name Description

DEPTH BY UNIT Unit 1.

A L CS EMERSON CRUMB VSRL BY PTID

Emerson Crumb versus Elevation with data marker and colour grouped byPointID.

A L CS EMERSON CRUMB VSRL BY UNIT

Emerson Crumb versus Elevation with data marker and colour grouped byGeology Unit 1.

A L CS HAND VANE VS DEPTHBY PTID

Hand Vane Undrained Shear Strength versus Depth with data marker and colourgrouped by PointID.

A L CS HAND VANE VS DEPTHBY UNIT

Hand Vane Undrained Shear Strength versus Depth with data marker and colourgrouped by Geology Unit 1.

A L CS HAND VANE VS RL BYPTID

Hand Vane Undrained Shear Strength versus Elevation with data marker andcolour grouped by PointID.

A L CS HAND VANE VS RL BYUNIT

Hand Vane Undrained Shear Strength versus Elevation with data marker andcolour grouped by Geology Unit 1.

A L CS INDEX PROPS VSDEPTH

Index Properties (WC, PL, LL, Fines) vs. Depth.

A L CS INDEX PROPS VS

DEPTH BY PTID

Index Properties (MC, PL, LL) vs. Depth with data marker and colour grouped by

PointID.

A L CS INDEX PROPS VSDEPTH BY UNIT

Index Properties (MC, PL, LL) vs. Depth with data marker and colour grouped byGeology Unit 1.

A L CS INDEX PROPS VSDEPTH PTID PP

Index Properties (WC, PL, LL, Fines) vs. Depth, each PointID on new page.

A L CS INDEX PROPS VS RL Index Properties (WC, PL, LL, Fines) vs. Elevation.

A L CS INDEX PROPS VS RL BYPTID

Index Properties (MC, PL, LL) vs. Elevation with data marker and colour groupedby PointID.

A L CS INDEX PROPS VS RL BYUNIT

Index Properties (MC, PL, LL) vs. Elevation with data marker and colour groupedby Geology Unit 1.

A L CS INDEX PROPS VS RLPTID PP Index Properties (WC, PL, LL, Fines) vs. Elevation, each PointID on new page.

A L CS LINEAR SHRINKAGE VSDEPTH BY PTID

Linear Shrinkage versus Depth with data marker and colour grouped by PointID.

A L CS LINEAR SHRINKAGE VSDEPTH BY UNIT

Linear Shrinkage versus Depth with data marker and colour grouped by GeologyUnit 1.

A L CS LINEAR SHRINKAGE VSRL BY PTID

Linear Shrinkage versus Elevation with data marker and colour grouped byPointID.

A L CS LINEAR SHRINKAGE VSRL BY UNIT

Linear Shrinkage versus Elevation with data marker and colour grouped byGeology Unit 1.

A L CS LIQUID LIMIT VS DEPTHBY PTID

Liquid Limit versus Depth with data marker and colour grouped by PointID.

A L CS LIQUID LIMIT VS DEPTHBY UNIT

Liquid Limit versus Depth with data marker and colour grouped by Geology Unit 1.

A L CS LIQUID LIMIT VS RL BYPTID

Liquid Limit versus Elevation with data marker and colour grouped by PointID.

A L CS LIQUID LIMIT VS RL BYUNIT

Liquid Limit versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS LIQUIDITY INDEX VSDEPTH BY PTID

Liquidity Index versus Depth with data marker and colour grouped by PointID.

A L CS LIQUIDITY INDEX VSDEPTH BY UNIT

Liquidity Index versus Depth with data marker and colour grouped by Geology Unit1.

A L CS LIQUIDITY INDEX VS RLBY PTID

Liquidity Index versus Elevation with data marker and colour grouped by PointID.


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Name Description

A L CS LIQUIDITY INDEX VS RLBY UNIT

Liquidity Index versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS MC VS DEPTH BY PTID Moisture Content versus Depth with data marker and colour grouped by PointID.

A L CS MC VS DEPTH BY UNIT Moisture Content versus Depth with data marker and colour grouped by GeologyUnit 1.

A L CS MC VS RL BY PTID Moisture Content versus Elevation with data marker and colour grouped byPointID.

A L CS MC VS RL BY UNIT Moisture Content versus Elevation with data marker and colour grouped byGeology Unit 1.

A L CS PARTICLE DENSITY VSDEPTH BY PTID

Particle Density versus Depth with data marker and colour grouped by PointID.

A L CS PARTICLE DENSITY VSDEPTH BY UNIT

Particle Density versus Depth with data marker and colour grouped by GeologyUnit 1.

A L CS PARTICLE DENSITY VSRL BY PTID

Particle Density versus Elevation with data marker and colour grouped by PointID.

A L CS PARTICLE DENSITY VSRL BY UNIT

Particle Density versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PC CLAY/PC FINES VSDEPTH BY PTID

Percent Clay / Percent Fines versus Depth with data marker and colour groupedby PointID.

A L CS PC CLAY/PC FINES VSDEPTH BY UNIT

Percent Clay / Percent Fines versus Depth with data marker and colour groupedby Geology Unit 1.

A L CS PC CLAY/PC FINES VSRL BY PTID

Percent Clay / Percent Fines versus Elevation with data marker and colourgrouped by PointID.

A L CS PC CLAY/PC FINES VSRL BY UNIT

Percent Clay / Percent Fines versus Elevation with data marker and colourgrouped by Geology Unit 1.

A L CS PERCENT CLAY VSDEPTH BY PTID

Percent Clay versus Depth with data marker and colour grouped by PointID.

A L CS PERCENT CLAY VSDEPTH BY UNIT

Percent Clay versus Depth with data marker and colour grouped by Geology Unit1.

A L CS PERCENT CLAY VS RLBY PTID

Percent Clay versus Elevation with data marker and colour grouped by PointID.

A L CS PERCENT CLAY VS RLBY UNIT

Percent Clay versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PERCENT FINES VSDEPTH BY PTID

Percent Fines versus Depth with data marker and colour grouped by PointID.

A L CS PERCENT FINES VSDEPTH BY UNIT

Percent Fines versus Depth with data marker and colour grouped by Geology Unit1.

A L CS PERCENT FINES VS RLBY PTID Percent Fines versus Elevation with data marker and colour grouped by PointID.

A L CS PERCENT FINES VS RLBY UNIT

Percent Fines versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PERCENT SAND VSDEPTH BY PTID

Percent Sand versus Depth with data marker and colour grouped by PointID.

A L CS PERCENT SAND VSDEPTH BY UNIT

Percent Sand versus Depth with data marker and colour grouped by Geology Unit1.

A L CS PERCENT SAND VS RLBY PTID

Percent Sand versus Elevation with data marker and colour grouped by PointID.

A L CS PERCENT SAND VS RLBY UNIT

Percent Sand versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PI VS PERCENT CLAY Plasticity Index versus Percent Clay with data marker grouped by PointID.


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Name Description

BY PTID

A L CS PI VS PERCENT CLAYBY UNIT

Plasticity Index versus Percent Clay with data marker grouped by Geology Unit 1.

A L CS PLASTIC LIMIT VSDEPTH BY PTID

Plastic Limit versus Depth with data marker and colour grouped by PointID.

A L CS PLASTIC LIMIT VSDEPTH BY UNIT

Plastic Limit versus Depth with data marker and colour grouped by Geology Unit 1.

A L CS PLASTIC LIMIT VS RLBY PTID

Plastic Limit versus Elevation with data marker and colour grouped by PointID.

A L CS PLASTIC LIMIT VS RLBY UNIT

Plastic Limit versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PLASTICITY INDEX VSDEPTH BY PTID

Plasticity Index versus Depth with data marker and colour grouped by PointID.

A L CS PLASTICITY INDEX VSDEPTH BY UNIT

Plasticity Index versus Depth with data marker and colour grouped by GeologyUnit 1.

A L CS PLASTICITY INDEX VS

RL BY PTID

Plasticity Index versus Elevation with data marker and colour grouped by PointID.

A L CS PLASTICITY INDEX VSRL BY UNIT

Plasticity Index versus Elevation with data marker and colour grouped by GeologyUnit 1.

A L CS PP UCS VS DEPTH BYPTID

Pocket penetrometer UCS versus Depth with data marker and colour grouped byPointID.

A L CS PP UCS VS DEPTH BYUNIT

Pocket penetrometer UCS versus Depth with data marker and colour grouped byGeology Unit 1.

A L CS PP UCS VS RL BY PTID Pocket penetrometer UCS versus Elevation with data marker and colour groupedby PointID.

A L CS PP UCS VS RL BY UNIT Pocket penetrometer UCS versus Elevation with data marker and colour groupedby Geology Unit 1.

A L CS PSD 10 PER PAGESUMMARY

10 PSD per page with classification and PSD data. Includes data from sieve andsedimentation (hydrometer) tables.

A L CS PSD 20 PER PAGESUMMARY

20 PSD per page summary. Includes data from sieve and sedimentation(hydrometer) tables.

A L CS PSD ENVELOPESUMMARY

Summary of many PSD on one graph with envelope data. Data from sieve andsedimentation (hydrometer) tables.

A L CS PSD ENVELOPESUMMARY BY PTID

Summary of many PSD on one graph with envelope data with data marker andcolour grouped by PointID.

A L CS PSD ENVELOPESUMMARY BY PTID A4L

Summary of many PSD on one graph with envelope data with data marker andcolour grouped by PointID.

A L CS PSD ENVELOPESUMMARY BY UNIT

Summary of many PSD on one graph with envelope data with data marker andcolour grouped by Geology Unit 1.

A L CS PSD ENVELOPESUMMARY BY UNIT A4L

Summary of many PSD on one graph with envelope data with data marker andcolour grouped by Geology Unit 1.

A L R POINT LOAD LOG VSDEPTH BY PTID

Point Load Index versus Depth with data marker and colour grouped by PointID.

A L R POINT LOAD LOG VSDEPTH BY UNIT

Point Load Index versus Depth with data marker and colour grouped by GeologyUnit 1.

A L R POINT LOAD LOG VS RLBY PTID

Point Load Index versus Elevation with data marker and colour grouped byPointID.

A L R POINT LOAD LOG VS RLBY UNIT

Point Load Index versus Elevation with data marker and colour grouped byGeology Unit 1.

A L R POINT LOAD VSCHAINAGE BY PTID

Point Load Index versus Chainage with data marker and colour grouped byPointID.


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Name Description

A L R POINT LOAD VSCHAINAGE BY UNIT

Point Load Index versus Chainage with data marker and colour grouped byGeology Unit 1.

A L R POINT LOAD VS DEPTHBY PTID

Point Load Index versus Depth with data marker and colour grouped by PointID.

A L R POINT LOAD VS DEPTH

BY UNIT

Point Load Index versus Depth with data marker and colour grouped by Geology

Unit 1.

A L R POINT LOAD VS RL BYPTID

Point Load Index versus Elevation with data marker and colour grouped byPointID.

A L R POINT LOAD VS RL BYUNIT

Point Load Index versus Elevation with data marker and colour grouped byGeology Unit 1.

A L R POINT LOAD VS UCS BYPTID

Point Load Index versus UCS with data marker grouped by PointID.

A L R POINT LOAD VS UCS BYUNIT

Point Load Index versus UCS with data marker and colour grouped by GeologyUnit 1.

A L R TENSILE STRENGTH VSDEPTH BY PTID

Tensile Strength versus Depth with data marker grouped by PointID.

A L R TENSILE STRENGTH VSDEPTH BY UNIT

Tensile Strength versus Depth with data marker and colour grouped by GeologyUnit 1.

A L R TENSILE STRENGTH VSRL BY PTID

Tensile Strength versus Elevation with data marker grouped by PointID.

A L R TENSILE STRENGTH VSRL BY UNIT

Tensile Strength versus Elevation with data marker and colour grouped byGeology Unit 1.

A L R UCS VS CHAINAGE BYPTID

Uniaxial Compressive Strength versus Chainage with data marker and colourgrouped by PointID.

A L R UCS VS CHAINAGE BYUNIT

Uniaxial Compressive Strength versus Chainage with data marker and colourgrouped by Geology Unit 1.

A L R UCS VS DEPTH BY PTID UCS versus Depth with data marker grouped by PointID.

A L R UCS VS DEPTH BY UNIT UCS versus Depth with data marker and colour grouped by Geology Unit 1.

A L R UCS VS DRY DENSITY BYPTID

UCS versus Dry Density with data marker grouped by PointID. Average of DryDensity from the same sample +/- 0.5m the UCS depth.

A L R UCS VS DRY DENSITY BYUNIT

UCS versus Dry Density with data marker and colour grouped by Geology Unit 1. Average of Dry Density from the same sample +/- 0.5m the UCS depth.

A L R UCS VS MOISTURECONTENT BY PTID

UCS versus Moisture Content with data marker grouped by PointID.

A L R UCS VS MOISTURECONTENT BY UNIT

UCS versus Moisture Content with data marker and colour grouped by GeologyUnit 1.

A L R UCS VS RL BY PTID UCS versus Elevation with data marker grouped by PointID.

A L R UCS VS RL BY UNIT UCS versus Elevation with data marker and colour grouped by Geology Unit 1.

A L R UCS VS YOUNGSMODULUS BY PTID

UCS versus Young's Modulus with data marker grouped by PointID.

A L R UCS VS YOUNGSMODULUS BY UNIT

UCS versus Young's Modulus with data marker and colour grouped by GeologyUnit 1.

A L R YOUNGS MODULUS VSDEPTH BY PTID

Young's Modulus versus Depth with data marker grouped by PointID.

A L R YOUNGS MODULUS VSDEPTH BY UNIT

Young's Modulus versus Depth with data marker and colour grouped by GeologyUnit 1.

A L R YOUNGS MODULUS VSRL BY PTID

Young's Modulus versus Elevation with data marker grouped by PointID.

A L R YOUNGS MODULUS VSRL BY UNIT

Young's Modulus versus Elevation with data marker and colour grouped byGeology Unit 1.


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Name Description

A L S 1D CONSOL CA VSDEPTH BY PTID

Coefficient of Secondary Compression (C alpha) from 1D Consolidation versusDepth with data marker and colour grouped by PointID.

A L S 1D CONSOL CA VSDEPTH BY UNIT

Coefficient of Secondary Compression (C alpha) from 1D Consolidation versusDepth with data marker and colour grouped by PointID.

A L S 1D CONSOL CA VS RL BY

PTID

Coefficient of Secondary Compression (C alpha) from 1D Consolidation versus

Elevation with data marker and colour grouped by PointID.

A L S 1D CONSOL CA VS RL BYUNIT

Coefficient of Secondary Compression (C alpha) from 1D Consolidation versusElevation with data marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL CA VS SIGV0SPEC

Coefficient of Secondary Compression (C alpha) versus Vertical Effective Stress.

A L S 1D CONSOL CAE VSDEPTH BY PTID

Secondary Compression Index (Cae) from 1D Consolidation versus Depth withdata marker and colour grouped by PointID.

A L S 1D CONSOL CAE VSDEPTH BY UNIT

Secondary Compression Index (Cae) from 1D Consolidation versus Depth withdata marker and colour grouped by PointID.

A L S 1D CONSOL CAE VS RLBY PTID

Secondary Compression Index (Cae) from 1D Consolidation versus Elevation withdata marker and colour grouped by PointID.

A L S 1D CONSOL CAE VS RLBY UNIT

Secondary Compression Index (Cae) from 1D Consolidation versus Elevation withdata marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL CAE VSSIGDV0 SPEC

Secondary Compression Index (Cae) versus Vertical Effective Stress.

A L S 1D CONSOL CC VSDEPTH BY PTID

Compression Index (Cc) from 1D Consolidation versus Depth with data markerand colour grouped by PointID.

A L S 1D CONSOL CC VSDEPTH BY UNIT

Compression Index (Cc) from 1D Consolidation versus Depth with data markerand colour grouped by Geology Unit 1.

A L S 1D CONSOL CC VS RL BYPTID

Compression Index (Cc) from 1D Consolidation versus Elevation with data markerand colour grouped by PointID.

A L S 1D CONSOL CC VS RL BY

UNIT

Compression Index (Cc) from 1D Consolidation versus Elevation with data marker

and colour grouped by Geology Unit 1.

A L S 1D CONSOL CR VSDEPTH BY PTID

Recompression Compression Index (Cr) from 1D Consolidation versus Depth withdata marker and colour grouped by PointID.

A L S 1D CONSOL CR VSDEPTH BY UNIT

Recompression Compression Index (Cr) from 1D Consolidation versus Depth withdata marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL CR VS RL BYPTID

Recompression Compression Index (Cr) from 1D Consolidation versus Elevationwith data marker and colour grouped by PointID.

A L S 1D CONSOL CR VS RL BYUNIT

Recompression Compression Index (Cr) from 1D Consolidation versus Elevationwith data marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL CV VS SIGV0SPEC

Coefficient of Consolidation versus Vertical Effective Stress.

A L S 1D CONSOL E0 VSDEPTH BY PTID

Initial Voids Ratio (e0) from 1D Consolidation versus Depth with data marker andcolour grouped by PointID.

A L S 1D CONSOL E0 VSDEPTH BY UNIT

Initial Voids Ratio (e0) from 1D Consolidation versus Depth with data marker andcolour grouped by Geology Unit 1.

A L S 1D CONSOL E0 VS RL BYPTID

Initial Voids Ratio (e0) from 1D Consolidation versus Elevation with data markerand colour grouped by PointID.

A L S 1D CONSOL E0 VS RL BYUNIT

Initial Voids Ratio (e0) from 1D Consolidation versus Elevationwith data marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL E0 VS SIGV0 A4L BY PTID

Initial Voids Ratio (e0) from 1D Consolidation versus Vertical Effective Stress withdata marker and colour grouped by PointID.

A L S 1D CONSOL E0 VS SIGV0 A4L BY SPEC

Initial Voids Ratio (e0) from 1D Consolidation versus Vertical Effective Stress.

A L S 1D CONSOL E0 VS SIGV0 Initial Voids Ratio (e0) from 1D Consolidation versus Vertical Effective Stress with


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Name Description

A4L BY UNIT data marker and colour grouped by Geology Unit 1.

A L S 1D CONSOL E0 VS SIGV0BY SPEC

Initial Voids Ratio (e0) from 1D Consolidation versus Vertical Effective Stress.

A L S 1D CONSOL OCR VSDEPTH BY PTID

Over Consolidation Ratio (OCR) from 1D Consolidation versus Depth with datamarker and colour grouped by PointID.

A L S 1D CONSOL OCR VSDEPTH BY UNIT

Over Consolidation Ratio (OCR) from 1D Consolidation versus Depth with datamarker and colour grouped by PointID.

A L S 1D CONSOL OCR VS RLBY PTID

Over Consolidation Ratio (OCR) from 1D Consolidation versus Elevation with datamarker and colour grouped by PointID.

A L S 1D CONSOL OCR VS RLBY UNIT

Over Consolidation Ratio (OCR) from 1D Consolidation versus Elevation with datamarker and colour grouped by Geology Unit 1.

A L S 1D CONSOL P0 VSDEPTH BY PTID

Preconsolidation Pressure (P'0) from 1D Consolidation versus Depth with datamarker and colour grouped by PointID.

A L S 1D CONSOL P0 VSDEPTH BY UNIT

Preconsolidation Pressure (P'0) from 1D Consolidation versus Depth with datamarker and colour grouped by PointID.

A L S 1D CONSOL P0 VS RL BY

PTID

Preconsolidation Pressure (P'0) from 1D Consolidation versus Elevation with data

marker and colour grouped by PointID.

A L S 1D CONSOL P0 VS RL BYUNIT

Preconsolidation Pressure (P'0) from 1D Consolidation versus Elevation with datamarker and colour grouped by Geology Unit 1.

A L S OCR VS DEPTH BYSOURCE

Overconsolidation Ratio versus Depth with data marker and colour groupedSource. Datgel DGD gINT Files / Datgel Lab and In Situ Tool. Copyright (c) 2014Datgel Pty Ltd. All rights reserved.

A L S P-WAVE VS DEPTH BYPTID

P-Wave versus Depth with data marker and colour grouped by PointID.

A L S P-WAVE VS DEPTH BYUNIT

P-Wave versus Depth with data marker and colour grouped by Geology Unit 1.

A L S P-WAVE VS RL BY PTID P-Wave versus Elevation with data marker and colour grouped by PointID.

A L S P-WAVE VS RL BY UNIT P-Wave versus Elevation with data marker and colour grouped by Geology Unit 1.

A L S SENSITIVITY VS DEPTHBY SOURCE

Sensitivity versus Depth with data marker and colour grouped Source. DatgelDGD gINT Files / Datgel Lab and In Situ Tool. Copyright (c) 2014 Datgel Pty Ltd. All rights reserved.

A L S SU VS DEPTH BY PTID Undrained Shear Strength versus Depth with data marker and colour grouped byPointID.

A L S SU VS DEPTH BY UNIT Undrained Shear Strength versus Depth with data marker and colour grouped byGeology Unit 1.

A L S SU VS QNET Undrained Shear Strength from lab and in situ tests versus CPTU qnet.

A L S SU VS RL BY PTID Undrained Shear Strength versus Elevation with data marker and colour groupedby PointID.

A L S SU VS RL BY UNIT Undrained Shear Strength versus Elevation with data marker and colour groupedby Geology Unit 1.

A L S S-WAVE VS DEPTH BYPTID

S-Wave versus Depth with data marker and colour grouped by PointID.

A L S S-WAVE VS DEPTH BYUNIT

S-Wave versus Depth with data marker and colour grouped by Geology Unit 1.

A L S S-WAVE VS RL BY PTID S-Wave versus Elevation with data marker and colour grouped by PointID.

A L S S-WAVE VS RL BY UNIT S-Wave versus Elevation with data marker and colour grouped by Geology Unit 1.

A L S TRIAXIAL EU VS DEPTHBY PTID

Undrained Young's Modulus, Eu from Triaxial versus Depth with data marker andcolour grouped by PointID.

A L S TRIAXIAL EU VS DEPTHBY UNIT

Undrained Young's Modulus (Eu) from Triaxial versus Depth with data marker andcolour grouped by Geology Unit 1.


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Name Description

A L S TRIAXIAL EU VS RL BYPTID

Undrained Young's Modulus (Eu) from Triaxial versus Elevation with data markerand colour grouped by PointID.

A L S TRIAXIAL EU VS RL BYUNIT

Undrained Young's Modulus (Eu) from Triaxial versus Elevation with data markerand colour grouped by Geology Unit 1.

A L S TRIAXIAL SU VS EU BY

PTID

Undrained Shear Strength (su) versus Undrained Young's Modulus (Eu) with data

marker grouped by PointID.

A L S TRIAXIAL SU VS EU BYUNIT

Undrained Shear Strength (su) versus Undrained Young's Modulus (Eu) with datamarker and colour grouped by Geology Unit 1.