STP977

    Advanced Triaxial Testing of Soil and Rock

    Donaghe RT, Chaney RC, Silver ML
    Published: 1988


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    First publication of its kind in 25 years, this 900-page volume serves as an engineer’s guide for triaxial testing. Subjects include: equipment, test methods, and test interpretation and errors, and new test varieties.


    Table of Contents

    Overview
    Chaney R., Donaghe R., Silver M.

    Discussion

    State-of-the-Art Paper: Some Recent Developments in Triaxial Testing Systems for Cohesionless Soils
    Tatsuoka F.

    Flow Pump Applications in Triaxial Testing
    Morin R., Nichols R., Olsen H.

    A Computer Controlled Hydraulic Triaxial Testing System
    Menzies B.

    An Automated Triaxial Testing System
    Chan C., Li X., Shen C.

    Microcomputer-Based Data Acquisition Systems for Triaxial Testing of Soft Yielding Rocks
    Reeves M.

    A Stress- and Strain-Controlled Monotonic and Cyclic Loading System
    Negussey D., Vaid Y., Zergoun M.

    A 300-mm-Diameter Triaxial Cell with a Double Measuring Device
    Bozetto P., Dupas J., Fry J., Pecker A.

    Simultaneous Hydraulic/Physical Parameter Measurement on Rock Specimens Subjected to Triaxial Conditions
    Donath F., Fruth L., Holder J.

    Triaxial Testing of Intact Salt Rocks: Pressure Control, Pressure Systems, Cell and Frame Design
    Baleshta J., Dusseault M.

    Relationship Between Tensile and Compressive Strengths of Compacted Soils
    Leavell D., Peters J.

    Influence of Filter Paper and Leakage on Triaxial Testing
    La Rochelle P., Leroueil S., Tavenas F., Tremblay M.

    Measurement of Deformations in the Standard Triaxial Environment with a Comparison of Local Versus Global Measurements on a Fine, Fully Drained Sand
    Bloomquist D., Linton P., McVay M.

    State-of-the-Art Paper: A Reevaluation of Conventional Triaxial Test Methods
    Baldi G., Hight D., Thomas G.

    State-of-the-Art Paper: Triaxial Testing Methods for Soils
    Berre T., Lacasse S.

    Triaxial Testing of Granular Soil Under Elevated Cell Pressure
    Colliat-Dangus J., Desrues J., Foray P.

    Consolidated Drained Triaxial Testing of Piedmont Residual Soil
    Heartz W., Lambe P.

    Triaxial Relaxation Tests on a Soft Clay
    Fay B., Silvestri V., Soulié M., Touchan Z.

    Triaxial Testing of Marine Sediments with High Gas Contents
    Chaney R., Rau G.

    Results and Interpretation of Multistage Triaxial Compression Tests
    Soranzo M.

    Application of Multistage Triaxial Test to Kuwaiti Soils
    Mollah M., Saeedy H.

    Triaxial Testing of Weak Rocks Including the Use of Triaxial Extension Tests
    Millar P., Murray D.

    Triaxial Permeability and Strength Testing of Contaminated Soils
    Evans J., Fang H.

    Preparation of Reconstituted Sand Specimens
    Negussey D., Vaid Y.

    State-of-the-Art Paper: Triaxial Testing of Saturated Cohesive Soils
    Germaine J., Ladd C.

    Determination of Undrained Shear Strength of Low Plasticity Clays
    Peters J.

    Cyclic Triaxial Strain-Controlled Testing of Liquefiable Sands
    Dobry R., Vucetic M.

    Triaxial Test for Embankment Dams: Interpretation and Validity
    Dendani H., Flavigny E., Fry J.

    Compression and Shear Deformation of Soil Under Wide-Ranging Confining Pressure
    Haruyama M., Kitamura R.

    Interpretation of Triaxial Compression Test Results on Partially Saturated Soils
    Peterson R.

    New Concept of Effective Stress in Unsaturated Soil and Its Proving Test
    Karube D.

    Probabilistic Characterization of Shear Strength Parameters Using Triaxial Test Data
    Kulatilake P.

    Interpretation of Triaxial Test Results of Cohesionless Soils: A New Model
    Baladi G., Wu T.

    Pore-Pressure Distributions in Constant Strain-Rate Triaxial Tests
    Savage W.

    Pore Pressure Response of an Undisturbed and Reconstituted Anglian Till in Undrained Triaxial Compression
    Little J.

    Shear Band Formation in Triaxial and Plane Strain Tests
    Bro A., Lade P., Peters J.

    Effects of Sampling Disturbance on Shear Strength of Glacial Till and Compacted Fill
    Dietzler D., Moose D., Schuh J.

    Influence of Specimen Preparation Techniques and Testing Procedures on Undrained Steady State Shear Strength
    Dennis N.

    Triaxial Compressive and Extension Strength of Sand Affected by Strength Anisotropy and Sample Slenderness
    Lam W., Tatsuoka F.

    The Influence of Filter Strip Shape on Consolidated Undrained Triaxial Extension Test Results
    Kohata Y., Kudoh Y., Mitachi T.

    The Effect of End Restraint on Volume Change and Particle Breakage of Sands in Triaxial Tests
    Lee C., Tzou Y., Ueng T.

    Effects of End Conditions on Triaxial Compressive Strength for Cohesionless Soil
    Goto S., Tatsuoka F.

    Effects of Height-to-Diameter Ratio in Triaxial Specimens on the Behavior of Cross-Anisotropic Sand
    Lade P., Wasif U.

    Observational Approach to Membrane and Area Corrections in Triaxial Tests
    Blais-Leroux L., La Rochelle P., Leroueil S., Tavenas F., Trak B.

    Stress Path Considerations in Multistage Triaxial Testing
    Pyles M., Schoenemann M.

    State-of-the-Art Paper: Cubical Devices: Versatility and Constraints
    Arthur J.

    State-of-the-Art Paper: Hollow Cylinder Torsional Devices: Their Advantages and Limitations
    Saada A.

    The Cambridge True Triaxial Apparatus
    Airey D., Wood D.

    A True Triaxial Cell for Soil and Rock
    Michelis P.

    A True Triaxial Testing Cell
    Mohamed A., Silvestri V., Yong R.

    True Triaxial Test of Rock Under Stress and Strain Rate Control
    Aoki K., Esaki T., Kimura T., Nishida T.

    A New Independent Principal Stress Control Apparatus
    Mikasa M., Mochizuki A., Takahashi S.

    Special Stress Paths Along the Limit Surface of a Sand Specimen with the Use of a True Triaxial Apparatus
    Lanier J.

    Author Index

    Subject Index


    Committee: D18

    Paper ID: STP977-EB

    DOI: 10.1520/STP977-EB

    ISBN-EB: 978-0-8031-5048-5

    ISBN-13: 978-0-8031-0983-4

    ASTM International is a member of CrossRef.

    0-8031-0983-0
    978-0-8031-0983-4
    STP977-EB