Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit-Reference-Cited by-同舟云学术

Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit

Published:2013-10 Issue:10 Volume:139 Page:1709-1717
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Casey Brendan¹,Germaine John T.²

Affiliation:

1. Doctoral Student, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Room 1-339, 77 Massachusetts Ave., Cambridge, MA 02139 (corresponding author).

2. Senior Research Associate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Room 1-353, 77 Massachusetts Ave., Cambridge, MA 02139.

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%29GT.1943-5606.0000896

Reference29 articles.

1. Stress-dependent behavior of saturated clay

2. Ahmed I. (1990). “Investigation of normalized behavior of resedimented Boston blue clay using Geonor Direct Simple Shear.” S.M. thesis Massachusetts Institute of Technology Cambridge MA.

3. ASTM. (2011). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D2487 West Conshohocken PA.

4. On the compressibility and shear strength of natural clays

5. Casey B. (2011). “The significance of specimen end restraint in high pressure triaxial testing of cohesive soil.” S.M. thesis Massachusetts Institute of Technology Cambridge MA.

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