Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading-Reference-Cited by-同舟云学术

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Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading

Published:2024-02 Issue: Volume: Page:1-12
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Guo Lin¹²³,Wu Hao¹,He Yanping¹,Li Hui¹²,Sun Yilong¹³

Affiliation:

1. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou, China

2. Zhejiang Engineering Research Center of Disaster Prevention and Mitigation for Coastal Soft Soil Foundation, Wenzhou, China

3. Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2303204

Reference37 articles.

1. Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses

2. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007This paper represents the written version of the 21st Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).

3. Cyclic properties of dense to very dense silica sand

4. Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt

5. Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios;Soil Dynamics and Earthquake Engineering;2024-08

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