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Digital Library / STP / STP740-EB
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Laboratory Shear Strength of Soil
Yong RN
Pages: 715
Published: 1981
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Table of Contents
Introduction
Yong RN, Townsend FC
Summary
Yong RN, Townsend FC
State of the Art: Laboratory Strength Testing of Soils
Saada AS, Townsend FC
Comparison of Various Methods for Determining
Al-Hussaini M
Apparatus and Techniques for Static Triaxial Testing of Ballast
Alva-Hurtado JE, McMahon DR, Stewart HE
Mechanical Behavior and Testing Methods of Unsaturated Soils
Edil TB, Motan SE, Toha FX
Determination of Tensile Strength of Soils by Unconfined-Penetration Test
Fang HY, Fernandez J
Torsion Shear Apparatus for Soil Testing
Lade PV
A Servo System for Controlled Stress Path Tests
Law KT
A New Control System for Soils Testing
Mitchell RJ
Lateral Stress Measurements in Direct Simple Shear Device
Dyvik R, Zimmie TF, Floess CHL
Tensile Properties of Compacted Soils
Al-Hussaini M
Effect of Organic Material on Soil Shear Strength
Andersland OB, Khattak AS, Al-Khafaji AWN
Effect of Shearing Strain-Rate on the Undrained Strength of Clay
Cheng RYK
Undrained Shear Behavior of a Marine Clay
Koutsoftas DC
Shearing Behavior of Compacted Clay after Saturation
Lovell CW, Johnson JM
Plane-Strain Testing of Sand
Marachi ND, Duncan JM, Chan CK, Seed HB
Effect of End Membrane Thickness on the Strength of Frictionless Cap and Base Tests
Norris GM
Field Density, Gradation, and Triaxial Testing of Large-Size Rockfill for Little Blue Run Dam
Thiers GR, Donovan TD
State of the Art: Data Reduction and Application for Analytical Modeling
Ko H-Y, Sture S
Normalized Stress-Strain for Undrained Shear Tests
Drnevich VP
The Critical-State Pore Pressure Parameter from Consolidated-Undrained Shear Tests
Mayne PW, Swanson PG
Nonlinear Anisotropic Stress-Strain-Strength Behavior of Soils
Prevost JH
A General Time-Related Soil Friction Increase Phenomenon
Schmertmann JH
On the Random Aspect of Shear Strength
Yong RN, Tabba MM
Preconsolidation Pressure Predicted Using /¯ Ratio
Anderson TC, Lukas RG
Stress Path Tests with Controlled Rotation of Principal Stress Directions
Arthur JRF, Bekenstein S, Germaine JT, Ladd CC
Shear Strength of Cohesionless Soils from Incremental Creep Test Data
Baladi GY, Lentz RW, Goitom T, Boker TD
Comparison of Shear Strength Values Derived from Laboratory Triaxial, Borehole Shear, and Cone Penetration Tests
Lambrechts JR, Rixner JJ
Borehole Shear Test in Geotechnical Investigations
Lutenegger AJ, Hallberg GR
Concepts for a Shear-Normal Gage to Estimate Soil Strength and Strength Angle
McNeill RL, Green SL
Residual Shear Strength Determination of Overconsolidated Nespelem Clay
Miedema D, Byers J, McNearny R
The Need for Pore Pressure Information from Shear Tests
Shields DH, Skermer NA
Behavior of an Overconsolidated Sensitive Clay in Drained -Triaxial Tests
Silvestri V
Discussion of State of the Art: Laboratory Strength Testing of Soils
Lacasse S, Vucetic M
Discussion of State of the Art: Laboratory Strength Testing of Soils
Christian JT
Discussion on Laboratory Shear Devices
Ladd CC
Limitations of Direct Simple Shear Test Devices
La Rochelle P
Discussion of Soil Testing Practices
Poulos SJ
Some Aspects of Clay Behavior and Their Consequences on Modeling Techniques
Tavenas F
Development, Testing Requirements, and Fitting Procedure of Elastic-Plastic Models
Baladi GY
A Qualitative Stress-Strain (Time) Model for Soft Clays
Crooks JHA
Index
Committee: D18
Paper ID: STP740-EB
DOI: 10.1520/STP740-EB
 ASTM International is a member of CrossRef.
0-8031-0789-7
978-0-8031-0789-2
STP740-EB
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