Abstract:This paper intends to illustrate the ultimate bearing capacity of pile in soft foundation. Under circular load,the bearing capacity of pile is obtained by stress at different positions and settlement of pile butt. According to the result of test piling,the cause of error is analyzed based on the theoretical formulas.
[1]望城码头单桩垂直静载试桩报告与工程地质详细勘察报 告[R]. 1996- 06.
[2]刘金砺.桩基工程设计与施工技术[M].北京:中国建材 工业出版社,1994.
[3]Brand H- Bearing Capacity of Piers and Piles with Large Diameters [ A ]. lit Proc. 11 th Intern. Conf. Soil Mech. Foud. Engg. [C ]. San Francisco: 1985- 03,1525~ 1530.
[4 ] Po t y o n dy J G. Skin Frictio n b etw een V ari ous S o il s a nd Construction M aterials [ J]. Geo technique,1961,11(4): 339- 353.