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基于强夯大变形的地基流固动力耦合分析
引用本文:王启平,谢能刚,史小路.基于强夯大变形的地基流固动力耦合分析[J].北京科技大学学报,2004,26(4):345-348.
作者姓名:王启平  谢能刚  史小路
作者单位:1. 安徽工业大学机械工程学院,马鞍山,243002
2. 北京科技大学机械工程学院,北京,100083
基金项目:安徽省教育厅自然科学基金 , 安徽省教育厅自然科学基金
摘    要:根据流固动力耦合方法分析强夯加固地基机理,在土体的应变位移关系上采用大变形假设,建立土体非线性动力平衡方程和整体流固动力耦合方程.在算例数值分析中给出了地基位移、孔隙压力在强夯作用时间内和空间中的变化分布规律,得到了夯锤的最大夯沉量,计算了夯击后地基孔隙压力的消散行为,计算结果与济南绕城高速公路强夯法施工现场的测试结果较符合.

关 键 词:强夯  大变形  流固动力耦合  强夯法  大变形  基流  动力  耦合分析  Dynamic  Consolidation  Large  Deformation  during  Soil  Foundation  Coupling  Analysis  测试结果  施工现场  高速公路  济南  行为  地基位移  夯击  计算  夯沉量
修稿时间:2003年9月15日

Fluid-Solid Dynamic Coupling Analysis of Foundation Soil during Large Deformation by Dynamic Consolidation
WANG Qiping,XIE Nenggang,SHI Xiaolu Anhui University of Technology,Maanshan ,China Mechanical Engineering School,University of Science and Technology Beijing,Beijing ,China.Fluid-Solid Dynamic Coupling Analysis of Foundation Soil during Large Deformation by Dynamic Consolidation[J].Journal of University of Science and Technology Beijing,2004,26(4):345-348.
Authors:WANG Qiping  XIE Nenggang  SHI Xiaolu Anhui University of Technology  Maanshan  China Mechanical Engineering School  University of Science and Technology Beijing  Beijing  China
Affiliation:WANG Qiping,XIE Nenggang,SHI Xiaolu Anhui University of Technology,Maanshan 243002,China Mechanical Engineering School,University of Science and Technology Beijing,Beijing 100083,China
Abstract:For the fluid-solid dynamic coupling question of foundation soil by dynamic consolidation, large deformation hypothesis on the relationship of strain and displacement was adopted to make a non-linear dynamic equilibrium equation and a fluid-solid dynamic coupling equation. In the analysis of a computed example, the distribution regularities of displacement and pore pressure of the foundation in the effective time and space were given. The maximum contact displacement was obtained. The dissipation of pore pressure was worked out. The results coincide the measured data of the highway around Jinan City of China perfectly.
Keywords:dynamic consolidation  large defonnation  fluid-solid dynamic coupling
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