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黄土地区震陷时桩土相互作用探析
引用本文:徐亚利,赵琦.黄土地区震陷时桩土相互作用探析[J].土工基础,2009,23(1).
作者姓名:徐亚利  赵琦
作者单位:1. 西安建筑科技大学土木学院,西安,710055;皖西学院城市建设与环境系,安徽六安,237012
2. 北方勘察设计研究院,石家庄,050021
摘    要:地震灾害是自然灾害中较为严重的一种,尤其是对广大的黄土地区。笔者通过ANSYS软件对黄土地区地震时的桩—土相互作用和黄土地区震陷时的桩—土相互作用分别进行了研究,对两者进行比较后得出以下结论:在考虑了震陷时桩的应力和变形有所增大,桩间土体、桩下土体和桩周土体的应力都相应的增大。

关 键 词:黄土地区  震陷  桩土相互作用

Analysis of Pile-soil Interaction Caused by Seismic Settlement of Loess Areas
XU Ya li,ZHAO Qi.Analysis of Pile-soil Interaction Caused by Seismic Settlement of Loess Areas[J].Soie Engineering and Foundation,2009,23(1).
Authors:XU Ya li  ZHAO Qi
Affiliation:1. Civil Engineering Institute; Xi an University of Architecture & Technology; Xi an 710055; 2. Department of Urban Construction and Environment Science; West Anhui University; Lu an 237012; 3. Beifang Institute of Geotechnical Investigation and Surveying; Shijiazhuang 050021; China);
Abstract:The earthquake is one of natural disasters,which cause damage seriously,especially in the vast loess region. The pile-soil interaction happened during the earthquake and the seismic subsidence in the loess areas is analyzed by FEM,conclusions that stress and deformation of pile is increased on the condition of considering the seismic subsidence,stresses of soil among piles and soil at the bottom of piles and soil around piles are also increased at the same time.
Keywords:loess region  seismic subsidence pile-soil interaction
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