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不同刚度基础下复合地基沉降变形性状研究

STUDY ON SETTLEMENT OF COMPOSITE FOUNDATION UNDER RIGID OR FLEXIBLE BASE SLAB

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【作者】 陈洪温晓贵吴慧明

【Author】 Chen Hong\ Wen Xiaogui(School of Civil Engineering,Zhejiang University\ Hangzhou\ 310027) Wu Huiming(Department of Civil Engineering,Ningbo University\ Ningbo\ 315200)

【机构】 浙江大学建筑工程学院宁波大学土木工程系 杭州310027杭州310027宁波315200

【摘要】 柔性基础下复合地基应用相当广泛 ,但其沉降变形计算理论尚待进一步研究。通过对不同刚度基础下复合地基沉降变形的有限元模拟分析 ,详细对比分析了不同刚度基础下复合地基沉降变形性状 ,总结出许多具有应用价值的结论

【Abstract】 The application of a composite foundation under flexible base slab is quite extensive;yet its theory of calculating settlement deformation needs to be further researched.By using FEM program,the deformation field of the composite foundation under different base slab has been studied.The influences on the deformation property have been analyzed.Many useful conclusions,such as the best modulus of pile and the best length of pile and the best replacement ration also have been obtained through the study.

  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2003年11期
  • 【分类号】TU433
  • 【被引频次】36
  • 【下载频次】322
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