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砂土液化特性MTS动三轴试验研究
引用本文:靳建军,张鸿儒.砂土液化特性MTS动三轴试验研究[J].北京交通大学学报(自然科学版),2006,30(4):60-63.
作者姓名:靳建军  张鸿儒
作者单位:北京交通大学,土木建筑工程学院,北京,100044;中建国际建设公司,北京,100026;北京交通大学,土木建筑工程学院,北京,100044
摘    要:基于MTS动三轴试验,研究了砂土液化过程中振动孔压的发展规律,获得了偏压固结条件下振动孔压计算模式.结合应力-应变滞回环,将液化过程划分为4个阶段,并对各阶段的轴向应变发展特点进行了分析.通过研究液化过程中动模量的衰减特性,得到了动弹性模量和动剪切模量随应变发展的衰减特性曲线,并研究了砂土的抗液化强度.

关 键 词:振动孔压  轴向应变  动模量  抗液化强度
文章编号:1673-0291(2006)04-0060-04
收稿时间:2005-08-29
修稿时间:2005年8月29日

Study on Sand Liquefaction Characteristics by MTS Dynamic Tri-Axial Test
JIN Jian-jun,ZHANG Hong-ru.Study on Sand Liquefaction Characteristics by MTS Dynamic Tri-Axial Test[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,2006,30(4):60-63.
Authors:JIN Jian-jun  ZHANG Hong-ru
Institution:1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. China State Construction International Co., Beijing 100026, China
Abstract:The development rule of dynamic pore water pressure during sand liquefaction process is studied based on the MTS dynamic tri-axial test,and the dynamic pore water pressure curve is obtained in anisotropic consolidation.Then,the sand liquefaction process is divided into four phases according to the different behavior of hysteresis loop,during which the development characteristics of axial strain are analyzed.The decay curves of dynamic elastic module and dynamic shear module are presented on the basis of the decay characteristics of dynamic module.Besides,the strength resisting liquefaction is studied.
Keywords:dynamic pore pressure  axial strain  dynamic module  strength resisting liquefaction
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