8/10/2019 9 Unconfined Compression Test Dat New Format

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8/10/2019 9 Unconfined Compression Test Dat New Format

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Nama :No. BOR / CONTOH :

LOCATION :DATE :

NATURAL MOISTURE CONTENT.

Test Results

container wo

wt. of cont. wet soil : gr.

wt. of cont. dry soil : gr.

wt. of cont. : gr.

wt. of water : gr.

wt. of dry soil : gr.

Moisture content : gr.

Disetujui Oleh : Diperiksa Oleh :

( ) ( )

Diameter cm. Weight

Initial length

lo.cm. Proving ring no

Initial area

Ao.Calibration

UNCONFINED COMPRESSION TEST

TimeDeflection

(d)

Strain

( % )

Proving ring

Divicion

Axial load

( kg )

Correction

Factor

Area

( cm2)Qu

0 0 1. 0000

0. 5 0. 5 1. 00501 1 1. 0101

2 2 1. 0204

3 3 1. 0309

4 4 1. 0417

5 5 1. 0526

6 6 1. 0638

7 7 1. 0753

8 8 1. 0870

9 9 1. 098910 10 1. 111111 11 1. 1236

12 12 1. 1364

13 13 1. 1494

14 14 1. 1628

15 15 1. 176516 16 1. 1905

17 17 1. 2048

18 18 1. 2195

19 19 1. 2346

20 20 1. 2500

aboratorium Mekanika Tanah

Fakultas Teknik Departemen Teknik Sipil

UNIVERSITAS SUMATERA UTARAJl. Perpustakaan No 1.B Kampus USU Medan

Wet density : gr/cm3

N. M. C % :

Dry density : gr/cm3

Qu : kg/cm2

8/10/2019 9 Unconfined Compression Test Dat New Format

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UNCONFINED COMPRESSION TEST

Drilling No. :Depth :Tested By :

Date :

Sample Type :

Description :

Sensitivity

< 2:Insensitive2 4 : Moderately Sensitive4 8 : Sensitive8 16 : Very Sensitive16 32 : Slightly Quick32 64 : Medium Quick> 64 : Quick

Consistency in kg/cm2< 0.25 : Very Soft0.25 0.50 : Soft0.50 1.00 : Medium

1.00

2.00 : Stiff2.00 4.00 : Very Stiff> 4.00 : Hard

SAMPLE CONDITION U. D. R

Water Content

Wet Density

Dry Density

Specific Gravity

Void Ratio

Saturation

Unc. Comp. Strenght

Sensitivity

Specimen DiameterSpecimen Height

aboratorium Mekanika Tanah

Fakultas Teknik Departemen Teknik Sipil

UNIVERSITAS SUMATERA UTARAJl. Perpustakaan No 1.B Kampus USU Medan