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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

The Optimal Design of CFG Pile Composite Foundation Based on Non-Linear Composite Optimal Method

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【作者】 万林海金海元刘志敏

【Author】 WAN Lin-hai~(1,2), JIN Hai-yuan~1, LIU Zhi-min~1(1.North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China;2.Civil and Environmental Engineering School, Beijing University of Science and Technology,Beijing 100083,China)

【机构】 华北水利水电学院华北水利水电学院 河南郑州450011北京科技大学土木与环境工程学院北京100083河南郑州450011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.

【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.

  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,2005年03期
  • 【分类号】TU470.3
  • 【被引频次】3
  • 【下载频次】111
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