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隧道开挖对邻近桩基工作性能的影响研究
引用本文:刘枫,年廷凯,杨庆,栾茂田.隧道开挖对邻近桩基工作性能的影响研究[J].岩土力学,2008,29(Z1):615-620.
作者姓名:刘枫  年廷凯  杨庆  栾茂田
作者单位:1. 大连理工大学,海岸和近海工程国家重点实验室,大连,116024;中水东北勘测设计研究有限责任公司科学研究院,大坝监测技术研究所,长春,130061
2. 大连理工大学,海岸和近海工程国家重点实验室,大连,116024;大连理工大学,土木水利学院岩土工程研究所,大连,116024
基金项目:辽宁省自然科学基金,辽宁省博士科研项目,国家重点实验室基金
摘    要:隧道开挖对邻近既有建(构)筑物桩基乃至整个建(构)筑物的稳定与安全带来不同程度的影响.采用大型通用有限元分析软件ABAQUS,结合工程算例,模拟隧道开挖对邻近桩基工作性能的影响.首先分析了当邻近桩基与隧道竖向轴线之间的水平距离和桩长变化时隧道开挖所引起的单桩反应变化规律;在此基础上,研究了隧道开挖对邻近群桩的影响,对比分析了群桩中基桩与单桩的工作性能差异,得出了一些对工程建设有意义的结论.

关 键 词:隧道开挖  地层损失率  群桩  有限元  数值分析
收稿时间:2008-07-25

Research on influence of tunneling on working performance of adjacent pile foundation
LIU Feng,NIAN Ting-kai,YANG Qing,LUAN Mao-tian.Research on influence of tunneling on working performance of adjacent pile foundation[J].Rock and Soil Mechanics,2008,29(Z1):615-620.
Authors:LIU Feng  NIAN Ting-kai  YANG Qing  LUAN Mao-tian
Institution:1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 3. Institute of Dam Monitoring Technology, School of Science and Research, China Water Northeastern Investigation, Design and Research Co. Ltd, Changchun 130061, China
Abstract:Tunneling has certain influences on adjacent pile foundations,even on safety and stability of overall building.The large finite element analytical software ABAQUS is employed to simulate and analyze the influence on the working performance of adjacent pile foundation induced by tunneling based on an engineering example.Firstly the reaction and the change laws of single pile induced by the changes of horizontal distance between adjacent pile foundation and vertical axial line and the change of pile length ar...
Keywords:tunnel excavation  loss ratio of stratum  pile group  finite elements  numerical analysis  
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