Abstract：The horizontal limit bearing capacity of bucket foundations and the distribution of the active and passive earth pressure are studied by means of model tests and finite element method. The formula for evaluating the horizontal limit bearing capacity is suggested. Finally, the horizontal bearing capacity of double buckets foundation is investigated and a means to estimte the bearing capacity of the double buckets foundations is given.
刘振纹；王建华；秦崇仁；袁中立；陈国祥；. 负压桶形基础地基水平承载力研究[J]. 岩土工程学报, 2000, 22(6): 691-695.
LIU Zhenwen 1, WANG Jianhua 1, QIN Chongren 1, YUAN Zhongli 2, CHEN Guoxiang 2. Research on the horizontal bearing capacity of bucket foundations. Chinese J. Geot. Eng., 2000, 22(6): 691-695.