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

    ISBN-PRINT: 978-0-8031-0048-0

    ASTM International is a member of CrossRef.

    0-8031-0048-5
    978-0-8031-0048-0
    STP361-EB