Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation-Reference-Cited by-同舟云学术

Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation

Published:2021-02-22 Issue: Volume: Page:1-13
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Ma Weijia¹,Qin You¹,Zhao Kai¹²,Chen Guoxing¹²

Affiliation:

1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China

2. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing, 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.2021.1882627

Reference48 articles.

1. Agaiby, S. S. W. 2009. “Behavior of Calcareous Sands of Northern Coast in Egypt under Cyclic Triaxial Loading.” M.Sc. dissertation, Faculty of Engineering, Cairo University.

2. ASTM. 2004. Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil. ASTM D5311-92. West Conshohocken, PA: ASTM.

3. ASTM. 2011. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM.

4. Energy-based evaluation of liquefaction potential under non-uniform cyclic loading

5. Assessment of silty sand liquefaction potential using hollow torsional tests—An energy approach

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