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水泥搅拌桩复合地基承载力研究
引用本文:郑刚,姜忻良.水泥搅拌桩复合地基承载力研究[J].岩土力学,1999,20(3):46-50.
作者姓名:郑刚  姜忻良
作者单位:天津大学建筑工程学院,300072
摘    要:根据室内模型试验和现场载荷试验,对水泥搅拌桩复合地基承载力的确定进行了分析,证明从提高承载力角度来说,过分增加桩长是无意义的,桩长主要是用来控制变形。对水泥搅拌桩复合地基承载力的确定和优化设计提出了建议。

关 键 词:复合地基  承载力  水泥搅拌桩  模型试验  荷载试验

Research on the Bearing Capacity of Cement Treated Composite Foundation
Zheng Gang,Jiang Xinliang.Research on the Bearing Capacity of Cement Treated Composite Foundation[J].Rock and Soil Mechanics,1999,20(3):46-50.
Authors:Zheng Gang  Jiang Xinliang
Abstract:The determination of the bearing capacity of cement treated composite foundation is studied by conducting model test and field bearing test.Results show that the length of cement treated column is mainly determined by the permissible settlement. The excessive length of column has no use for enhancing the bearing capacity of the column. Finally, Suggestion of the design of cement treated composite foundation is presented.
Keywords:composite foundation  bearing capacity  cement treated column  model test  bearing test
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