振动砂石桩消散动孔压作用有限元分析

英文篇名：FINITE ELEMENT ANALYSIS OF THE EFFICIENCY OF THE VIBRO-SAND PILE IN DISSIPATION DYNAMIC PORE PRESSURE
中文刊名：天津大学学报
英文刊名：Journal of Tianjin University
作者：闫澍旺 ; 李飒 ; 冯守中
英文作者：Yan Shuwang ; Li Sa ; Feng Shouzhong(School of Constructional Engineering ; Tianjin University)
中文关键词：地震 ; 液化 ; 砂石桩 ; 动孔压 ; 固结 ; 消散
英文关键词：earthquake liquefaction vibro-sand pile dynamic pore pressure consolidation dissipation
出版日期：1999-09-27
机构：天津大学建筑工程学院,天津大学建筑工程学院,天津大学建筑工程学院
年：1999
期：05
出版单位：天津大学学报

摘要

为定量地认识孔压消散作用对土层抗液化能力的影响，通过建立描述在地震中动孔压的累积和消散耦合作用的物理模型，提出了估算振动砂石地基可液化性能的有限元分析方法，并结合原平─太原高速公路的可液化砂土地基的处理工程进行了探讨.
In this paper the physical model for coupling the dissipation and accumulation of the dynamic pore pressure is established and the finite element procedure is programmed. The efficiency of the sand pile in dissipating the dynamic pore pressure in the foundation of the Yuanping-Taiyuan Highway was estimated with the theoretical approach.

引文

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