Partially-drained deformation properties of anisotropically overconsolidated clay by triaxial tests with cyclic confining pressure-Reference-Cited by-同舟云学术

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Partially-drained deformation properties of anisotropically overconsolidated clay by triaxial tests with cyclic confining pressure

Published:2022-12 Issue: Volume:163 Page:107566
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yang Junhao,Pan Linyou,Gu Chuan,Wang Jun,Ge Miaomiao^ORCID,Fan Ning,He Xuan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference40 articles.

1. Shear failure of anisotropic materials;Casagrande;Proc. Boston Soc. Civ. Engrs,1944

2. Dynamic strength characteristics and failure criteria of anisotropically consolidated silt under principal stress rotation;Shen;J Cent S Univ,2013

3. Experimental investigation of the evolution of elastic stiffness anisotropy in a clayey soil;Mitaritonna;Geotechnique,2014

4. Anisotropy of undrained shear strength induced by K0 consolidation and swelling in cohesive soils;Toyota;Int J GeoMech,2014

5. Influence of anisotropic consolidation stress paths on compression behaviour of reconstituted Wenzhou clay;Shi;Géotech Lett,2015

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Sensitivity Analysis of Fine-Scale Parameters in Triaxial Tests of Soil Particles Based on Discrete Elements;Lecture Notes in Civil Engineering;2024

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