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嵌岩桩的优化设计方法研究

Research on optimization design of rock-socketed piles
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摘要 结合结构最优化设计概念和有限元分析,建立了嵌岩桩优化数值模型,提出了嵌岩桩目标优化设计的方法.与传统设计相比,通过对嵌岩桩进行桩径和嵌岩深度优化设计可满足桩沉降和承载力的双控要求,使桩端阻力、桩侧阻力能最大限度地得到发挥,有效减少工程投资.以ABAQUS有限元软件为平台,可以成为解决嵌岩桩实际工程问题的个性化工具和仿真研究环境.利用它可以模拟嵌岩桩成桩基本过程,分析嵌岩桩荷载—沉降特性,并对嵌岩桩进行了优化设计. A method for optimization design of rock-socketed piles by establishing its numerical modeling is presented. The proposed method is a combination of finite element analysis and structure optimization technique. By optimizing the pile diameter and pile rock-socketed length, the allowable settlement and bearing capacity not only have been satistied, but also the side friction resistance and the end resistance of piles can be exerted. The cost of the foundation for rock-socketed piles is found to be more economical than adopting the common design method. All approaches show that the finite element analysis software ABAQUS can become the special implement and simulation environment to solve the engineering problem of rock-socketed piles. Based on the ABAQUS, we can simulate the process of forming rock-socketed pile and analyze the load-settlement characters of rock-socketed piles, also optimize the pile diameter and pile rock-socketed length. The results are great meaningful both in scientific research and in engineering application fields.
作者 王雁然 庄韦
出处 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2007年第5期86-90,共5页 Engineering Journal of Wuhan University
关键词 嵌岩桩 有限元分析 嵌岩深度 ABAQUS优化设计 rock-socketed pile finite element analysis rock-socketed length ABAQUS optimization design.
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参考文献9

  • 1Rosenbery P,Journeaux N L.Friction and end bearing tests on bed rock for high capacity socket design [J].Can Geoteeh, 1976,1(13):324-333.
  • 2Pells P J N,Turner R M. Elastic solutions for the design and analysis of rock-socketed piles [J].Can Geotech, 1979,1(16):481-487.
  • 3Williams A F,Johnston I W, Donald I B. The design of socketed piles in weak rock proceedings [C]//International Conference Struetual Foundation on Rock, 1980,1(1):327-347.
  • 4Rowe R K Armitage. A design method for drilled piers in soft rock[J].Can Geotech, 1987,1(24):126-142.
  • 5JTJ024-85公路桥涵地基基础设计规范[S].北京:人民交通出版社,1986.
  • 6TBJ2-85铁路桥涵设计规范[S].北京:中国铁道出版社,1987.
  • 7GBJ7-89,建筑地基基础设计规范[S].北京:中国建筑工业出版社,1989:21-26.
  • 8JGB94-94建筑地基基础设计规范[S].北京:中国建筑工业出版社,1994.
  • 9.GB50007-2002建筑地基基础设计规范[S].北京:中国建筑工业出版社,2002..

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