Quantitative shear strength–consolidation stress–void ratio interrelations for reconstituted clays

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-12-14 DOI:10.1680/jgeot.18.p.262

L. Zeng, Yufeng Gao, Z. Hong

引用次数: 2

Abstract

Isotropically and anisotropically consolidated undrained triaxial compression shear tests are conducted on 87 specimens of eight kinds of clays reconstituted over a wide spectrum of initial water c...

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重塑粘土的定量抗剪强度-固结应力-孔隙比关系

对8种黏土的87个试样进行了各向异性和各向异性固结不排水三轴压缩剪切试验。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.