A Laboratory Apparatus to Measure Chemico-Osmotic Efficiency Ccoefficients for Clay Soils
Malusis MA, Shackelford CD, Olsen HW
Page Count: 14
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Paper ID: GTJ2430229

On the Use of Multi-directional Piezoelectric Transducers in Triaxial Testing
Fioravante V, Capoferri R
Page Count: 13
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Paper ID: GTJ2430243

Influence of the Loading Apparatus on the Stresses within Biaxial Specimens
Bobet A
Page Count: 17
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Paper ID: GTJ2430256

Evaluation of Geomembranes Using an Ultrasonic Method
Yesiller N, Sungur S
Page Count: 15
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Paper ID: GTJ2430273

LVDT Based System for the Measurement of the Prefailure Behavior of Geomaterials
Da Re G, Santagata MC, Germaine JT
Page Count: 11
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Paper ID: GTJ2430288

Properties and Behavior of Raw Sludge Mixed with Pulverized Fuel Ash and Lime
Yin JH
Page Count: 9
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Paper ID: GTJ2430299

A Potential Model for Compaction Evaluation of Piedmont Soils Using Dynamic Cone Penetrometer (DCP)
Gabr MA, Coonse J, Lambe PC
Page Count: 6
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Paper ID: GTJ2430308

Effects of Installation Method on Sand Compaction Piles in Clay in the Centirfuge
Lee FH, Ng YW, Yong KY
Page Count: 10
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Paper ID: GTJ2430314

An Optical Technique for Investigating Soil Displacement Patterns
Gill DR, Lehane BM
Page Count: 6
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Paper ID: GTJ2430324

Limiting Compression Curves
Sridharan A, Prakash K
Page Count: 4
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Paper ID: GTJ2430330

Discussion on "Direct Shear Interface Test for shaft Capacity of Piles in Sand" by E. Saibaba Reddy, D. N. Chapman, and V. V. R. N. Sastry
Subba Rao KS, Allam MM, Robinson RG
Page Count: 2
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Paper ID: GTJ2430334

Closure
Reddy ES, Chapman DN, Sastry V
Page Count: 1
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Paper ID: GTJ2430336