Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading-Reference-Cited by-同舟云学术

Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading

Author:

Zhang Yukun¹²,Wang Yansheng¹,Li Dayong¹³,Mao Dawei²

Affiliation:

1. Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, PR China

2. Hunan Provincial Key Laboratory of Key Technology on Hydropower Development, Changsha, PR China

3. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, PR China

Funder

Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Open Research Fund of Hunan Provincial Key Laboratory of Key Technology on Hydropower Development

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

Reference30 articles.

4. El-Sherbiny, R. M. 2005. Performance of Suction Caisson Anchors in Normally Consolidated Clay. Austin, TX: University of Texas at Austin.

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