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厦门砂土的动力特性研究
引用本文:王权民,李刚,陈正汉,曹继东,方祥位.厦门砂土的动力特性研究[J].岩土力学,2005,26(10):1628-1632.
作者姓名:王权民  李刚  陈正汉  曹继东  方祥位
作者单位:后勤工程学院,重庆,400041
摘    要:为了探讨厦门砂土的动力特性,对厦门金秋豪园场地的中粗砂和细粉砂做了一系列振动三轴试验,并对同一场地的含泥中砂做了4个共振柱试验。根据试验结果,确定了中粗砂与细粉砂的液化曲线和动本构关系,提出了相应的动孔压模型,得到了含泥中砂在小应变条件下动剪切模量和阻尼比的变化规律。

关 键 词:液化曲线  动本构关系  动孔压  共振柱  阻尼比
文章编号:1000-7598-(2005)10-1628-05
收稿时间:2004-03-15
修稿时间:2004-09-08

Research on dynamic characteristics of sands in Xiamen city
WANG Quan-min,LI Gang,CHEN Zheng-han,CAO Ji-dong,FANG Xiang-wei.Research on dynamic characteristics of sands in Xiamen city[J].Rock and Soil Mechanics,2005,26(10):1628-1632.
Authors:WANG Quan-min  LI Gang  CHEN Zheng-han  CAO Ji-dong  FANG Xiang-wei
Institution:Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China
Abstract:In order to study the dynamic characteristics of sands in Xiamen city, a series of dynamic triaxial tests were conducted for the medium-coarse sand and the thin-fine sand at Jinqiuhaoyuan site, and 4 resonant column tests were performed for the medium sand with slurry inclusion. According to the research results, the liquefaction curve and the constitutive relationship for the medium-coarse sand and the thin-fine sand were established; and a model of pore water pressure for the two kinds of sands was proposed. The change regularities of dynamic shear modulus and damping ratio for the medium sand with slurry inclusion were obtained.
Keywords:liquefaction curve  dynamic constitutive relation  dynamic pore water pressure  damping ratio  
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