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冻土路基在地震作用下的动力响应
引用本文:刘志强,陆昊.冻土路基在地震作用下的动力响应[J].冰川冻土,2011,33(4):807-812.
作者姓名:刘志强  陆昊
作者单位:兰州交通大学土木工程学院,甘肃兰州730070/中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室,甘肃兰州730000;兰州交通大学土木工程学院,甘肃兰州,730070
基金项目:中国科学院知识创新工程重要方向项目(KZCX3-SW-351); 兰州交通大学“青蓝”人才工程项目(QL-06-15A)资助
摘    要:青藏高原是地震多发区,冻土区的公路、铁路在地震作用下的动力响应必须考虑.将冻土作为黏弹塑性材料,考虑冻土在动力荷载作用下的热力耦合效应,从热传导方程、渗流微分方程和动力平衡方程出发,建立了冻土的动力热一力耦合微分方程.根据相应的有限元列式,对路基在地震荷载作用下的动力响应进行了计算与分析.

关 键 词:冻土  路基  动力响应

Dynamic Response of Embankment in Cold Regions to Earthquake Action
LIU Zhi-qiang,LU Hao.Dynamic Response of Embankment in Cold Regions to Earthquake Action[J].Journal of Glaciology and Geocryology,2011,33(4):807-812.
Authors:LIU Zhi-qiang    LU Hao
Institution:LIU Zhi-qiang1,2,LU Hao1 (1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou Gansu 730070,China,2.State Key Laboratory ofFrozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences,Lanzhou Gansu 730000,China)
Abstract:The Tibetan Plateau is one of the regions that earthquake occurs frequently.It is essential to consider the effect of earthquake on the railways and roads.In this paper,according to the theories of heat transfer,seepage and dynamic equilibrium equation,assuming that frozen soil is an elastic-visco-plastic material,taking the couple of thermal and mechanical into account,the finite element formulae of dynamic problem are presented,and the computer program of two-dimensional finite element is written.Using th...
Keywords:frozen soil  embankment  dynamic response  
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