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SEDL / STP / STP361-EB
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STP361
Laboratory Shear Testing of Soils
ASTM Committee D-18
Pages: 504
Published: 1964
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The Symposium on Laboratory Shear Testing of Soils, sponsored by ASTM Committee D18 on Soils for Engineering Purposes and the National Research Council of Canada, was held in four sessions from Sept. 9 to 11, 1963, in Ottawa, Canada. It was the second cooperative soils symposium held by Committee D18 outside of the United States. The first symposium was held in Mexico City in 1957.
Table of Contents
Introduction
Holtz W.
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Discussion
Miscellaneous
Strength Testing of Soils
Sowers G.
General Report on Theories
Meyerhof G.
Shear Strength of Soil in a General Stress Field
Liam Finn W., Mittal H.
The Uniqueness of The Mohr-Coulomb Concept in Shear Failure
Geuze E.
Difference in Triaxial and Plain Strain Shear Strength
Leussink H., Wittke W.
Creep Studies on Saturated Clays
Campanella R., Mitchell J.
An Evaluation of Test Data for Selecting a Yield Criterion for Soils
Roscoe K., Schofield A., Thurairajah A.
The Stress-Dilatancy Performance of Two Clays
Oates D., Rowe P., Skermer N.
Generalizing and Measuring the Hvorslev Effective Components of Shear Resistance
Schmertmann J.
General Report on Stress Variation and Pore Pressures
Lambe T.
The Effect of Nonuniform Pore Pressures on Laboratory Measurements of the Shear Strength of Soils
Blight G.
Pore Pressures within Soil Specimens in Triaxial Compression
Crawford C.
Pore Pressure Control and Evaluation for Triaxial Compression
Gibbs H.
Pore Pressure Functions in Saturated Soils
Juarez-Badillo E.
Void Ratio Effects on the Hyperbolic Stress-Strain Response of a Sand
Kondner R., Zelasko J.
A Graphical Approach to the Problem of the Stress-Strain Relationship of Normally Consolidated Clays
Poorooshasb H., Roscoe K.
The Influence of Stress Path on Triaxial Test Results
Simons N.
The Influence of Stress History on Stress Paths in Undrained Triaxial Tests on Clay
Henkel D., Sowa V.
Test Methods and New Equipment
DeLory F.
Vienna Method of Shear Testing
Borowicka H.
Triax1al Testing with Large-Scale High Pressure Equipment
Gordon B., Hall E.
High-Pressure Triaxial Tests on a Compacted Sand and an Undisturbed Silt
Hirschfeld R., Poulos S.
The Strength of “Undisturbed” Clay Determined from Undrained Tests
Ladd C., Lambe T.
A Simple Pore Water Pressure Gage
Raymond G.
Laboratory Vane Shear Tests and the Influence of Pore-Water Stresses
Wilson N.
A Transducer to Measure Pore Water Pressures in Soil Tests
Burn K.
Test Interpretation and Errors
Mitchell J., Seed H.
Influence of Placement Condition on Shear Test Results on Compacted Soil
Bazett D., Bell E.
The Influence of the Provisions for Boundary Drainage on Strength and Consolidation Characteristics of Soils Measured in the Triaxial Apparatus
Bishop A., Gibson R.
Some Deficiencies in Testing Leda Clay
Coates D., McRostie G.
Comparison of the Shear Strengths of Laboratory- and Field-Compacted Soils
Ellis W., Holtz W.
Effect of Lateral Filter-Paper Drains on the Triaxial Shear Characteristics of Soils
KieFer M., Olson R.
The Effect of Test Techniques on the Shear Strength of Western Canadian Clays
Chan L., Rivard P.
Committee: D18
Paper ID: STP361-EB
DOI: 10.1520/STP361-EB
ISBN-EB: 978-0-8031-4568-9
 ASTM International is a member of CrossRef.
0-8031-0048-5
978-0-8031-0048-0
STP361-EB
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