Effect of organic matter content on Atterberg limits and undrained shear strength of river sediment-Reference-Cited by-同舟云学术

Effect of organic matter content on Atterberg limits and undrained shear strength of river sediment

Published:2021-08-27 Issue: Volume: Page:1-13
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wang Gang¹,Bian Xia²,Wang Ye-Jiao³,Cui Yu-Jun⁴,Zeng Ling-Ling⁵

Affiliation:

1. College of Civil Engineering, Fuzhou University, Fuzhou, P. R. China

2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, P. R. China

3. Department of Civil Engineering, Shanghai University, Shanghai, P. R. China

4. Ecole des Ponts ParisTech, Laboratoire Navier/CERMES, France

5. College of Civil Engineering, Zhejiang University of Technology, Hangzhou, P. R. China

Funder

FOK YING TUNG Education Foundation

Technology R&D Program of Jiangsu Water Resources Co. Ltd.

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2021.1961955

Reference84 articles.

1. Interrelationships of organic carbon and submarine sediment geotechnical properties

2. Berilgen, S. A., H. Klc, and K. Ozaydn. 2007. Determination of undrained shear strength for dredged golden horn marine clay with laboratory tests. Sri Lankan Geotechnical Society's First International Conference on Soil and Rock Engineering. Colombo, Sri Lanka, August 5–11.

3. Compressibility of cemented dredged clay at high water content with super-absorbent polymer

4. A note on the relationships between organic matter and some geotechnical properties of a marine sediment

5. Stabilization of very soft clay using geofabric

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