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饱和砂土液化应变发展过程的研究
引用本文:王星华,周海林,徐永胜. 饱和砂土液化应变发展过程的研究[J]. 水利学报, 2002, 33(6): 0118-0125
作者姓名:王星华  周海林  徐永胜
作者单位:中南大学铁道校区,土建学院,湖南长沙,410075
基金项目:国家自然科学基金资助项目 (5 99790 0 1)
摘    要:通过动三轴试验,研究了洞庭湖区饱和砂土液化过程中轴向应变的发展规律,根据应力-应变滞回环随振动次数的变化,将液化过程划分为4个阶段,并将轴向应变与砂土的应力路径、孔隙水压力的变化相联系,研究表明:砂土的应变与应力状态紧密相关.据此,观测轴向弹性模量随应变的发展而逐步衰化的过程,有助于进一步了解砂土液化的过程.

关 键 词:砂土液化 应变 弹性模量
文章编号:0559-9350(2002)06-0118-07
修稿时间:2000-12-01

Study on strain development of saturated sand during liquefaction
WANG Xing-hu,ZHOU Hai-lin,XU Yong-sheng. Study on strain development of saturated sand during liquefaction[J]. Journal of Hydraulic Engineering, 2002, 33(6): 0118-0125
Authors:WANG Xing-hu  ZHOU Hai-lin  XU Yong-sheng
Affiliation:1.Mid South University
Abstract:The development of axial strain in sand during liquefaction is studied using dynamic triaxial testing facility. According to the behavior of strain the development process is divided into four phases and the characteristics of strain in different phases are summarized. The relationship between development of axial strain and development of pore water pressure, relationship between development of axial strain and stress path are investigated. it is found that the axial strain is closely related to te status of stress in sand. On this basis, the attenuation process of axial elasticity modulus following the developemtn of axial strain is investigated. This study promotes the understanding on the process of liquefaction of saturated sand.
Keywords:sand liquefaction   strain   elasticity modulus
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