SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils-Reference-Cited by-同舟云学术

SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils

Published:2021-12 Issue:12 Volume:147 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Jiarui¹,Olson Scott M.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801.

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.1943-5606.0002680

Reference55 articles.

1. Airey, D. W., M. Budhu, and D. M. Wood. 1985. “Some aspect of the behaviour of soils in simple shear.” In Developments in soil mechanics and foundation engineering volume 2: Stress-strain modelling of soils, edited by P. K. Banerjee and R. Butterfield, 185–213. London: CRC Press.

2. An evaluation of direct simple shear tests on clay

3. Cyclic Simple Shear Size Effects

4. Cyclic Behavior of Clays in Undrained Simple Shear

5. Triaxial testing at the Norwegian Geotechnical Institute;Berre T.;Geotech. Test. J.,1982

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