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深基坑支护工程方案推理机制与优化设计

INFERENCE MECHANISM AND OPTIMUM DESIGN OF RETAINING STRUCTURE FOR DEEP FOUNDATION PIT

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【作者】 张信贵吴恒易念平杨予

【Author】 Zhang Xinggui,Wu Heng,Yi Nianping,Yang Yu (College of Civil and Architectural Engineering,Guangxi University, Nanning 530004 China)

【机构】 广西大学土木建筑工程学院广西大学土木建筑工程学院 南宁530004南宁530004南宁530004

【摘要】 深基坑支护工程涉及因素众多,支护类型也日益繁多,整个支护系统是一多因素集合体,存在优化设计的必要性。对整个支护系统划分了相应的研究层次,从系统优化的理论出发,编制了深基坑支护系统优化分析程序。并对工程实例进行了分析,验证了计算机模拟系统的稳定性和正确性。

【Abstract】 There are many factors affecting the retaining structure of deep foundation pit,and more and more retaining types of retaining schemes have been devised. The whole retaining system is an aggregate that contains many factors. So it is very necessary to make the optimum design. The whole retaining system is divided into some corresponding subsystems,and the optimum analysis procedure of retaining system for deep foundation pit is designed by virtue of the optimum theory. The computer analog system of the optimum analysis is developed and its stability and validity are verified by analyzing engineering example.

【关键词】 深基坑组合方案优化设计
【Key words】 deep foundation pitcombination schemeoptimum design
【基金】 教育部重点项目(03105);国家自然科学基金;广西科学基金(40062002,59868001,桂科自0249010,桂科青9912013)联合资助课题。
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2004年05期
  • 【分类号】TU753
  • 【被引频次】54
  • 【下载频次】545
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