Evaluation of vertically and laterally loaded bucket foundation in clay using a three-dimensional displacement approach
Author:
Affiliation:
1. Applied Geotechnical Institute, Inc., Hokuto, Yamanashi, Japan
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2018.1452085
Reference74 articles.
1. Load-bearing behavior of suction bucket foundations in sand
2. Quasi-static bending of a cylindrical elastic bar partially embedded in a saturated elastic half-space
3. Theoretical study of lateral reaction mechanism of piles
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3. Analysis of cylindrical and rectangular bucket foundations subjected to vertical and lateral loads in sand using a three-dimensional displacement approach;Soils and Foundations;2020-02
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