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匀质地基中桩、土间力传递模拟正、反分析

Positive and Inverse Analysis of the Simulation of Force Transmission between Pile and Soil in Homogeneous Base

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【作者】 施景勋林建华林雪梅叶国琛

【Author】 Shi Jingxun;Lin Jianhua;Lin Xuemei;Ye Guoshen (Dept.of Civil Eng, Huaqiao Univ,362011,Quanzhou)

【机构】 华侨大学土木工程系

【摘要】 把匀质地基中的桩、土之间力传递问题当作两种不同介质相互接触的平面应变问题来研究.用边界无法来描述桩、土之间力传递的全过程,并根据桩静载荷试验的P-S曲线,反分析地基土体力学参数(压缩模量Es和泊松比μ),反分析采用单纯形法.计算表明,这能较好地反映实际工程中桩的工作情况.

【Abstract】 The force transmission between pile and soil in homogeneous base is studied as plane strain occurred by mutual contact of two different media.The whole process of force transmission between pile and soil is described by boudary element method.An inverse analysis is conducted on the parameters of soil mechanics of the base,compressed modulus Es and Poisson’s ration,according to P ̄S curve of Pile dead load test.The inverse analysis is conducted by adopting simplex method. As demonstrated by the calculation, the working condition of pile in practical engineering can be well reflected.

【关键词】 匀质地基模拟力传递反分析
【Key words】 pilehomogeneous basesimulationforce transmissioninverse analysis
【基金】 福建省自然科学基金
  • 【文献出处】 华侨大学学报(自然科学版) ,JOURNAL OF HUAQIAO UNIVERSITY(NATURAL SCIENCE) , 编辑部邮箱 ,1996年04期
  • 【分类号】TU471.3
  • 【被引频次】4
  • 【下载频次】60
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