Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment-Reference-Cited by-同舟云学术

Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment

Published:2024-06-02 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Hu Shijun¹²³,Yi Shenzhou¹²³,Sun Miaojun¹²³,Chen Pan⁴⁵,Wei Changfu⁴⁵

Affiliation:

1. Powerchina Huadong Engineering Corporation Limited, Hangzhou, China

2. Zhejiang Huadong Geotechnical Investigation & Design Institute Corporation Limited, Hangzhou, China

3. Zhejiang Engineering Research Center of Marine Geotechnical Investigation Technology and Equipment, Hangzhou, China

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

5. University of Chinese Academy of Sciences, Beijing, China

Funder

National Natural Science Foundation of China

the Youth Innovation Promotion Association, CAS

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2349242

Reference29 articles.

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3. ASTM. 2020. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM.

4. On the compressibility and shear strength of natural clays

5. A natural compression law for soils (an advance on e–log p′)