Digital Library / STP / STP1350-EB


Nondestructive and Automated Testing for Soil and Rock Properties
Marr WA

Pages: 321       Published: 1999

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Table of Contents

Automated Soil Particle Specific Gravity Analysis Using Bulk Flow and Helium Pycnometry
Vitton SJ, Lehman MA, Van Dam TJ

Active and Passive Acoustic Imaging Inside a Large-Scale Polyaxial Hydraulic Fracture Test
Glaser SD, Dudley JW, Shlyapobersky J

Qualitative Assessment of Soil Behavior Utilizing the Environmental Scanning Electron Microscope
Moo-Young HK, Ochola CE

Experimental Study of the Relationship Between Formation Factor, Porosity, and Cementation
Harig MD, Chaney RC

Portable Measurement System for Soil Resistivity and Application to Quaternary Clayey Sediment
Nakagawa K, Morii T

Automated Soil Particle-Size Analysis Using X-Ray Absorption
Vitton SJ, Ott NL, Lehman MA

Nondestructive Laboratory Measurement of Geotechnical and Geoacoustic Properties Through Intact Core-Liner
Kayen RE, Edwards BD, Lee HJ

Nondestructive Analysis of Fine-Grained Soils Utilizing Medical Imaging
Moo-Young HK, LaPlante C

Time-domain Reflectometry (TDR) in Geotechnics: A Review
Benson CH, Bosscher PJ

Borehole SASW Testing to Evaluate Log(G) - Log(') Relationships in Situ
Kalinski ME, Stokoe KH, Young YL, Roesset JM

Measurements and Modeling of Surface Waves in Drilled Shafts in Rock
Kalinski ME, Stokoe KH, Roesset JM, Cheng D-S

Measurement of Construction Induced Vibrations
Shao L, Borden RH

Survey of Automation Practices in Geotechnical Laboratories
Marr WA

State of the Art: Automated Laboratory Stress-Strain-Strength Testing of Soils
Sheahan TC, DeGroot DJ, Mitchell TJ

Automated Triaxial Apparatus for Elevated Pressures
Cuccovillo T, Coop MR

Laboratory Evaluation of Mechanical Properties of Rock Using an Automated Triaxial Compression Test with a Constant Mean Stress Criterion
Mellegard KD, Pfeifle TW

Modeling Pre-Failure Stress-Strain Properties of Sedimentary Softrock Based on Very Small Strain Stiffness
Hayano K, Tatsuoka F, Yoshiizumi N

Advanced Control Techniques for Direct Shear Testing of Jointed Rock Specimens
Blümel M, Bezat FA

The Value of Numerical Modeling in Understanding the Complete Load/Deformation Behavior of Cohesive-Frictional Materials
Potyondy DO, Fairhurst CE

Experiences with Automated Geotechnical Testing
Marr WA, Torosian GT, Hankour R

Author Index


Subject Index


Committee: D18
Paper ID: STP1350-EB
DOI: 10.1520/STP1350-EB

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0-8031-2493-7
978-0-8031-2493-6
STP1350-EB