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基于非线性复形调优法的CFG桩复合地基优化设计
引用本文:万林海,金海元,刘志敏. 基于非线性复形调优法的CFG桩复合地基优化设计[J]. 华北水利水电学院学报, 2005, 26(3): 54-56,80
作者姓名:万林海  金海元  刘志敏
作者单位:华北水利水电学院,河南,郑州,450011;北京科技大学土木与环境工程学院,北京,100083;华北水利水电学院,河南,郑州,450011
摘    要:运用非线性复形调优法对CFG桩复合地基进行按沉降控制优化设计,得到了安全、经济的结果.提出的基于沉降控制理论的优化设计思想,对CFG桩复合地基的工程设计有一定的借鉴意义.

关 键 词:CFG桩复合地基  沉降控制理论  非线性复形调优法  优化
文章编号:1002-5634(2005)03-0054-03
收稿时间:2005-03-10
修稿时间:2005-03-10

The Optimal Design of CFG Pile Composite Foundation Based on Non-Linear Composite Optimal Method
WAN Lin-hai,JIN Hai-yuan,LIU Zhi-min. The Optimal Design of CFG Pile Composite Foundation Based on Non-Linear Composite Optimal Method[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2005, 26(3): 54-56,80
Authors:WAN Lin-hai  JIN Hai-yuan  LIU Zhi-min
Abstract:In the design of composite foundation, design in the settlement control and design in bearing capability control are two essential methods.Sometimes design in the settlement control is more rational and economic than in the control of bearing capability. Optimally designed CFG pile composite foundation is given based on the theory of settlement control using non-linear composite optimal method and safe, economic results are obtained. The idea of optimal design in the settlement control is put forward, which is useful to the design of CFG pile composite foundation.
Keywords:CFG pile composite foundation    theory of settlement control    non-linear composite optimal method    optimize
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