ASTM STP740 - Laboratory Shear Strength of Soil - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Geotechnical Engineering (https://forum.civilea.com/forum-50.html) +---- Forum: Foundation & Geotechnics in general (https://forum.civilea.com/forum-58.html) +---- Thread: ASTM STP740 - Laboratory Shear Strength of Soil (/thread-20316.html) |
ASTM STP740 - Laboratory Shear Strength of Soil - hich - 12-19-2010 Laboratory shear strength of soil: STP740 Author: Yong RN, Townsend FC | Size: 11.3 MB | Format: PDF | Publisher: ASTM | Year: 1981 | pages: 720 |
ISBN: 978-0-8031-0789-2 Describes the development of new test techniques and methods for the evaluation of the laboratory shear strength of soil. Table of Contents Introduction Yong R., Townsend F. Summary Yong R., Townsend F. State of the Art: Laboratory Strength Testing of Soils Saada A., Townsend F. Comparison of Various Methods for Determining K0 Al-Hussaini M. Apparatus and Techniques for Static Triaxial Testing of Ballast Alva-Hurtado J., McMahon D., Stewart H. Mechanical Behavior and Testing Methods of Unsaturated Soils Edil T., Motan S., Toha F. Determination of Tensile Strength of Soils by Unconfined-Penetration Test Fang H., Fernandez J. Torsion Shear Apparatus for Soil Testing Lade P. A Servo System for Controlled Stress Path Tests Law K. A New Control System for Soils Testing Mitchell R. Lateral Stress Measurements in Direct Simple Shear Device Dyvik R., Zimmie T., Floess C. Tensile Properties of Compacted Soils Al-Hussaini M. Effect of Organic Material on Soil Shear Strength Andersland O., Khattak A., Al-Khafaji A. Effect of Shearing Strain-Rate on the Undrained Strength of Clay Cheng R. Undrained Shear Behavior of a Marine Clay Koutsoftas D. Shearing Behavior of Compacted Clay after Saturation Lovell C., Johnson J. Plane-Strain Testing of Sand Marachi N., Duncan J., Chan C., Seed H. Effect of End Membrane Thickness on the Strength of “Frictionless” Cap and Base Tests Norris G. Field Density, Gradation, and Triaxial Testing of Large-Size Rockfill for Little Blue Run Dam Thiers G., Donovan T. State of the Art: Data Reduction and Application for Analytical Modeling Ko H., Sture S. Normalized Stress-Strain for Undrained Shear Tests Drnevich V. The Critical-State Pore Pressure Parameter from Consolidated-Undrained Shear Tests Mayne P., Swanson P. Nonlinear Anisotropic Stress-Strain-Strength Behavior of Soils Prevost J. A General Time-Related Soil Friction Increase Phenomenon Schmertmann J. On the Random Aspect of Shear Strength Yong R., Tabba M. Preconsolidation Pressure Predicted Using su/¯p Ratio Anderson T., Lukas R. Stress Path Tests with Controlled Rotation of Principal Stress Directions Arthur J., Bekenstein S., Germaine J., Ladd C. Shear Strength of Cohesionless Soils from Incremental Creep Test Data Baladi G., Lentz R., Goitom T., Boker T. Comparison of Shear Strength Values Derived from Laboratory Triaxial, Borehole Shear, and Cone Penetration Tests Lambrechts J., Rixner J. Borehole Shear Test in Geotechnical Investigations Lutenegger A., Hallberg G. Concepts for a Shear-Normal Gage to Estimate In Situ Soil Strength and Strength Angle McNeill R., Green S. Residual Shear Strength Determination of Overconsolidated Nespelem Clay Miedema D., Byers J., McNearny R. The Need for Pore Pressure Information from Shear Tests Shields D., Skermer N. Behavior of an Overconsolidated Sensitive Clay in Drained K0-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 J. Discussion on Laboratory Shear Devices Ladd C. Limitations of Direct Simple Shear Test Devices La Rochelle P. Discussion of Soil Testing Practices Poulos S. Some Aspects of Clay Behavior and Their Consequences on Modeling Techniques Tavenas F. Development, Testing Requirements, and Fitting Procedure of Elastic-Plastic Models Baladi G. A Qualitative Stress-Strain (Time) Model for Soft Clays Crooks J. Code: *************************************** RE: Laboratory shear strength of soil: STP740 - Dell_Brett - 12-20-2010 Code: *************************************** RE: Laboratory shear strength of soil: STP740 - Grunf - 12-20-2010 Code: *************************************** If you like this publication, CivilEA's team strongly suggest you to buy it! Support the authors! RE: - 3fan - 12-02-2011 Code: *************************************** Code: *************************************** If you like this publication, CivilEA's team strongly suggest you to buy it! Support the authors! |