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桩箱(筏)基础刚度计算的改进及其应用
引用本文:阳吉宝,任臻.桩箱(筏)基础刚度计算的改进及其应用[J].岩土力学,1997,18(2):35-39.
作者姓名:阳吉宝  任臻
作者单位:上海市民防地基勘察院!200032
摘    要:软土地区,桩箱(筏)基础是高层尤其是超高层建筑的首选基础型式。在桩箱(筏)基础刚度计算研究基础上,对桩箱(筏)基础优化设计进行探讨,力求将桩箱(筏)基础研究上升到优化设计的新高度。

关 键 词:桩箱(筏)基础  基础刚度  优化设计  改进

The Computation of Piled Box(Raft) Foundation Rigidity and Its Application
Yang Jibao Ren Zhen.The Computation of Piled Box(Raft) Foundation Rigidity and Its Application[J].Rock and Soil Mechanics,1997,18(2):35-39.
Authors:Yang Jibao Ren Zhen
Abstract:In soft soil area, we give priority to the piled box(raft) foundation in choosing the foundation type for super-tall building. In this paper, based on the development of the computation of piled box(raft) foundation rigidity, an optimal design computation method is presented to engineers, which is uesful for designing piled box(raft) foundation.
Keywords:piled box(raft) foundation  foundation rigidity  optimal design  development  
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