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桩体复合地基柔性垫层的效用研究
引用本文:毛前,龚晓南.桩体复合地基柔性垫层的效用研究[J].岩土力学,1998,19(2):67-73.
作者姓名:毛前  龚晓南
作者单位:浙江水电专科学校!杭州,310016(毛前),浙江大学土木系!杭州,310027(龚晓南)
摘    要:从阐述复合地基与桩基之间的区别入手,通过对桩体刺入垫层的研究,寻找在桩头呈理想球形孔条件下,垫层、桩体、桩间土三者模量与刺入量之间的关系,进而讨论了在刺入模式下的加固区复合模量计算问题。还讨论了复合地基桩上材料最优发挥状态问题,力图寻找最佳的桩土荷载分担比。

关 键 词:复合地基  柔性垫层  刺入变形  复合模量

Research on the Properties of Cushion of the Composite Ground
Mao Qian, Gong Xiaonan.Research on the Properties of Cushion of the Composite Ground[J].Rock and Soil Mechanics,1998,19(2):67-73.
Authors:Mao Qian  Gong Xiaonan
Abstract:Proceeding from the analysis of the deformation caused by pile stab into cushion or substratum,this paper has discussed the relationship of the meduli of pile, cushion and soil with the stab, and revised the formula of compoSite modulus. Further more, this paper has discussed the problem of optimum state of two kind of material. And efforts have been made to get the optimum pile-soil foring ratio.
Keywords:composite ground  soft cushion  stab deformation  composite modulus  
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