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复合地基物理模型及圆板-复合地基系统分析
引用本文:姜忻良,郑刚,张新旺.复合地基物理模型及圆板-复合地基系统分析[J].岩土力学,1997(4).
作者姓名:姜忻良  郑刚  张新旺
作者单位:天津大学土木系!300072(姜忻良,郑刚),天津建工集团!300074(张新旺)
摘    要:将非散体材料复合地基(水泥搅拌桩、粉喷桩等)模拟成各向异性弹性体。根据圆柱体柱坐标的极点条件,取样条函数为复合地基的位移函数,而外部土体用半解析函数来模拟。最后对圆板-成层复合地基系统进行了分析。

关 键 词:各向异性弹性体  复合地基  物理模型  极点条件  圆板

The Physical Model of Composite Foundation and Analysis of Circular Plate-foundation System
Jiang Xinliang, Zheng Gang ,Zhang Xinwang.The Physical Model of Composite Foundation and Analysis of Circular Plate-foundation System[J].Rock and Soil Mechanics,1997(4).
Authors:Jiang Xinliang  Zheng Gang  Zhang Xinwang
Abstract:In this paper, composite foundation is simulated by anisotropic elastic solid. According to the condition at the origin, the spline functions are developed to investigate composite foundation. The semi-analytical functions are used to analyse the semi-infinite soil beyond the composite foundation. Finally, numerical analysis of the circular plate-foundation system is done.
Keywords:anisotropic elastic solid  composite foundation  physical model  origin condition  circular plate
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