Volumetric Threshold Shear Strain for Cyclic Settlement-Reference-Cited by-同舟云学术

Volumetric Threshold Shear Strain for Cyclic Settlement

Published:2004-01 Issue:1 Volume:130 Page:58-70
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hsu Chu-Chung¹,Vucetic Mladen²

Affiliation:

1. Lecturer, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, CA 90095-1593.

2. Professor, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, CA 90095-1593.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A1%2858%29

Reference21 articles.

1. Andreasson B. A. (1979). “Deformation characteristics of soft high-plastic clays under dynamic loading conditions.” PhD thesis Dept. of Geotechnical Engineering Chalmers Univ. of Technology Gothenburg Sweden 242.

2. Arulanandan K. et al. (1994). “Interlaboratory studies to evaluate the repeatability of dynamic centrifuge model tests.” Dynamic geotechnical testing II ASTM STP No. 1213 R. J. Ebelhar V. P. Drnevich and B. L. Kutter eds. American Society for Testing and Materials West Conshohocken Pa. 400–422.

3. Direct Simple-Shear Tests on a Norwegian Quick Clay

4. Chu H.-H. and Vucetic M. (1990). “Settlement of a compacted clay under cyclic direct simple shear loading.” UCLA Res. Rep. No. ENG-90-178 Civil Engineering Dept. Univ. of California Los Angeles 55.

5. Settlement of Compacted Clay in a Cyclic Direct Simple Shear Device

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