Study of dilatancy behaviors of calcareous soils in a triaxial test-Reference-Cited by-同舟云学术

Study of dilatancy behaviors of calcareous soils in a triaxial test

Published:2018-11-14 Issue:9 Volume:37 Page:1057-1070
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wang Xing¹²,Zhu Chang-Qi¹,Wang Xin-Zhi¹,Qin Yue³

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China;

2. University of Chinese Academy of Sciences, Beijing, China;

3. Qingdao University of Technology, Shandong, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2018.1526236

Reference32 articles.

1. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

2. Stressdilatancy in very loose sand

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