Green函数对饱和土隧道内集中荷载作用振动位移反应的计算  

Application of green function in calculation of displacement response of saturated soil tunnel under concentrated load

作　　者：丁伯阳[1] 党改红[2] 袁金华[1] 

机构地区：[1]浙江工业大学减灾防护工程研究所,杭州310014 [2](2.浙江林学院岩土工程研究所,杭州310032

出　　处：《振动与冲击》2009年第11期110-114,207,共6页Journal of Vibration and Shock

基　　金：国家自然科学基金资助课题(基金编号10572129)

摘　　要：由于快速列车与城市地铁的发展,饱和土隧道内集中荷载作用的反应问题日显重要。G reen函数对辐射条件的满足,积分方程的精确解答,D irichlet条件下的通用性,使它对隧道内动荷载作用的土动力反应问题计算有着特有的优越性,作者根据已求得两相饱和介质G reen函数,利用Lamb积分公式,结合隧道断面特征,以解析积分法推导了集中冲击荷载与简谐荷载圆形断面隧道内振动位移反应表达式闭合解、反应时程曲线、瞬态和稳态的振动形态;并根据它们的单位脉冲响应函数结合Duham el积分求得隧道在地震荷载作用下的动力反应。另外窗形隧道受集中冲击荷载作用相关弹性波时程曲线也在文中给出。The Green function has particular superiority in calculation of soil dynamic behavior due to that it meets the requirement of radiation condition,and it is an accurate solution of the concerned integral equation,so that it is widely used in BEM.Based on the sectional feature of tunnel located in saturated soil,the displacement tremor was analysed by use of analytic integration method.With Green function,the closed solutions of vibration displacement response under impact or harmonic loads acting on inside o...

关 键 词：饱和土 隧道 集中荷载 简谐力 冲击力 振动位移 Green函数解答 

分 类 号：TU435[建筑科学—岩土工程]