An experimental investigation of the cyclic response of bucket foundations in soft clay under one-way cyclic horizontal loads
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering
Reference40 articles.
1. Load-bearing behavior of suction bucket foundations in sand;Acrhmus;Appl. Ocean Res.,2013
2. Undrained behaviour of clay under cyclic shear stresses;Atilla;J.Geotech. Eng. ASCE,1989
3. Consolidation of fine-grained soils by drain wells;Barron;Transaction,1948
4. Combined loading of skirted foundations;Bransby;Géotechnique,1998
5. The undrained capacity of skirted strip foundation under combined loading;Bransby;Géotechnique,2009
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