Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil
Author:
Affiliation:
1. College of Civil Engineering, Hunan University, Changsha, PR China
2. Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha, PR China
Funder
National Natural Science Foundation of China
Hunan Provincial 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.2022.2148591
Reference54 articles.
1. Finite element limit analysis using linear programming
2. Lateral load tests on drilled piers in stiff clay
3. Shear Strength of an Anisotropically Consolidated Clay
4. Lateral Resistance of Short Single Piles and Pile Groups Located Near Slopes
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