Stress-Strain and Strength Characteristics of Silt-Clay Transition Soils-Reference-Cited by-同舟云学术

Stress-Strain and Strength Characteristics of Silt-Clay Transition Soils

Published:2012-10 Issue:10 Volume:138 Page:1257-1265
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Anantanasakul Pongpipat¹,Yamamuro Jerry A.²,Kaliakin Victor N.³

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Mahidol Univ., Nakhon Pathom 73170, Thailand; formerly, Graduate Assistant, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author).

2. Deceased August 18, 2010; formerly, Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

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.1943-5606.0000692

Reference20 articles.

1. Variation of Fabric Anisotropy of Kaolinite in Triaxial Loading

2. ASTM. (2004). “Standard test methods for one-dimensional consolidation properties of soils using incremental loading.” D2435-04 West Conshohocken PA.

3. Bopp P. A. (1994). “The effect of initial relative density on instability and behavior of granular materials at high pressure.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of California Los Angeles.

4. Mechanical behavior of silty soils of the Venice lagoon as a function of their grading characteristics

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