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GeoStructures, Inc. King of Prussia, PA December 2012 Integrating soil and structure Identifying the uniqueness In every project Creative solutions To common problems www.geostructures.n et Construction Monitoring

Open House Slideshow

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Page 1: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Integrating soiland structure Identifying the uniqueness

In every project

Creative solutionsTo common problems

www.geostructures.net

Construction Monitoring

Page 2: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Centrifuge Foundation Analysis 3-D Rendering

2-D Model using QUAKW/W

Amplitude of Vibration

Abaqus 3-D mesh

Page 3: Open House Slideshow

0

0.1

0.2

0.3

0.4

0.5

0.6

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2

Sp

ectr

a; R

esp

onse

Acc

eler

atio

n S

a (g

)

Period T (Second)

GeoStructures, Inc.King of Prussia, PA

December 2012

Uncontrol led Fill

Earthquake Ground Motionat Bedrock

Marine Clay

Alluvial Sand

Glacial Soi l

Critical Single Column

-10 0 10 20 30 40

Ele

vatio

n - fe

et

-40

-30

-20

-10

0

10

20

QUAKW/W Model for N-S Single Column Section

Site Specific Analysis

Earthquake Records

Design Response Spectra

East - West Criticl Section

-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

Elevation - feet

-80-70-60-50-40-30-20-10

0102030405060708090

100

QUAKW/W Model for E-W Critical Section

Page 4: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Example of sinkhole in King of Prussia, PA Sinkhole

repair method: excavation & bridging

Compaction

Grouting

Geologic mapping: taking geologic measurements of rock structure.

Page 5: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Combining Foundation and PermanentExcavation Supports

X (ft)

-40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65

Elevation (ft)

360

365

370

375

380

385

390

395

400

405

410

415

420

X (ft)

-40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65

Elevation (ft)

360

365

370

375

380

385

390

395

400

405

410

415

420

FEM Analysis: Deformed Mesh (magnified 30

times)

Helical Pile Underpinning

Jet Grouting Underpinning

Page 6: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Drill Rig Nail Installation

Shotcrete InstallationVerification Test Nail Setup

Geomembrane Liner

Geofoam between the Two Walls

Page 7: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Soil Rock Auger Downhole inspection

Rock Socket

Drilling

Concrete Placement

Page 8: Open House Slideshow

GeoStructures, Inc.King of Prussia, PA

December 2012

Diesel/Benzene

dispersion plumes

contours

Vertical Piles of Mixing ZonesGroundwater Contour in the

Carbonate Aquifer