Determination of peak and ultimate shear strength parameters of compacted clay-Reference-Cited by-同舟云学术

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Determination of peak and ultimate shear strength parameters of compacted clay

Published:2018-09 Issue: Volume:243 Page:160-167
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Xu Youwei,Wu Shengshen,Williams David J.,Serati Mehdi

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Comparison of alternative methods of measuring the residual strength of a clay;Anayi;Transp. Res. Rec.,1988

2. Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions;ASTM D3080,2011

3. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils;ASTM D4767,2011

4. Strength of various sands in triaxial and cyclic direct shear tests;Cabalar;Eng. Geol.,2013

5. Residual strength of slip zone soils;Chen;Landslides,2014

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2. Influences of strain rate on mechanical behaviors of unsaturated and quasi-saturated loess under varying drainage conditions;Journal of Rock Mechanics and Geotechnical Engineering;2024-05

3. Influence of freeze–thaw cycles on the compressibility of the clay of core-wall soil materials;Bulletin of Engineering Geology and the Environment;2024-02-23

4. Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading;Marine Georesources & Geotechnology;2024-02

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