Shear-Induced Matric Suction in Unsaturated Clayey Sand during Constant Water Content Triaxial Tests-Reference-Cited by-同舟云学术

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Shear-Induced Matric Suction in Unsaturated Clayey Sand during Constant Water Content Triaxial Tests

Published:2019-03-21 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2019
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Author:

Awad Muwafaq,Sasanakul Inthuorn

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784482124.086

Reference16 articles.

1. Proc. 10th ICSMFE 1981 Proc. 10th ICSMFE 3 E. W. Brand Some thoughts on rain-induced slope failures 1981 373 376

2. Stress state variables for unsaturated soils;Fredlund D. G.;Journal of Geotechnical and Geoenvironmental Engineering,1977

3. The shear strength of unsaturated soils

4. Soil Mechanics for Unsaturated Soils

5. US Bureau of Reclamation, Tech. Mem. 654;Hilf J. W.,1956

Cited by 2 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. A New Constitutive Model and Its Application for Understanding the Impacts of Extreme Hydroclimatic Events on Geotechnical Systems;Geo-Congress 2023;2023-03-23

2. Centrifuge modelling of cone penetration tests in unsaturated clayey sand under various hydraulic conditions;International Journal of Physical Modelling in Geotechnics;2021-09

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