Effect of organic content and frequency on degradation and pore pressure in marine organic soils-Reference-Cited by-同舟云学术

Effect of organic content and frequency on degradation and pore pressure in marine organic soils

Published:2017-05-16 Issue:1 Volume:36 Page:108-122
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Xiao Wei¹,Gui Yue²,Xu Gui-Zhong³

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University, Nanjing, China

2. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, China

3. Department of Civil Engineering, Yancheng Institute of Technology, Yancheng, China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1315472

Reference62 articles.

1. Andersen, K. H. 1976. Behavior of clay subjected to undrained cyclic loading. Proceedings of the International Congress on Behavior of Offshore Structures, Norwegian Institute of Technology, Trondheim, Norway, 392–403.

2. Undrained Behavior of Clay Under Cyclic Shear Stresses

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