Undrained pullout capacity of modified suction caisson in clay by finite element limit analysis
Author:
Affiliation:
1. Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, China
2. College of Civil Engineering, Fuzhou University, Fuzhou, China
Funder
National Natural Science Foundation of China
SDUST Scientific Found
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1410869
Reference18 articles.
1. Large-scale experimental investigation of the installation of suction caissons in silt sand
2. The effect of increasing strength with depth on the bearing capacity of clays
3. Experimental studies on the anti-uplift behavior of the suction caissons in sand
4. Undrained failure envelope for skirted foundations under general loading
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