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常规土类动剪切模量比和阻尼比试验研究
引用本文:袁晓铭,孙锐,孙静,孟上九,石兆吉.常规土类动剪切模量比和阻尼比试验研究[J].地震工程与工程振动,2000,20(4):133-139.
作者姓名:袁晓铭  孙锐  孙静  孟上九  石兆吉
作者单位:中国地震局工程力学研究所,150080 哈尔滨
基金项目:国家科技部,中国地震局“九五”重点攻关项目!95—05—02—03—01)
摘    要:采用共振柱自振试验方法给出国内常规土类动剪切模量比G/Gmax和阻尼比λ变化的平均曲线,推荐值和包线,使用的共振仪是由工种力学研究所原有共振柱改装而成,并经试验验证了改装后仪器的精度可靠性,试验土类包括粘土,粉质土,粉土,砂土,淤泥和淤泥质土,土样来自国内十余个不同地区,采用折线双曲线拟合G/Gmax,λ随γ衰减关系,其中参数a和b由最小二乘法对每次试验结果回归分析得到,对同类土,将所有的a,b 值平均,用均值a和b给出动剪切模量比和阻尼比与剪应变关系,从而得到了此类土G/Gmax,λ随γ变化曲线及推荐值,试验是在两种固结压力下进行,因而得到的结构分别适用于土体埋深小于10m和埋深10m-20m之间的两种情况。

关 键 词:常规土  动剪切模量比  阻尼比  共振柱自动试验  动力特性
文章编号:1000-1301(2000)04-0133-07

Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils
YUAN Xiao-ming,SUN Rui,SUN Jing,MENG Shang-jiu,SHI Zhao-ji.Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils[J].Earthquake Engineering and Engineering Vibration,2000,20(4):133-139.
Authors:YUAN Xiao-ming  SUN Rui  SUN Jing  MENG Shang-jiu  SHI Zhao-ji
Abstract:The averaeine curves, recommended values and envelopes of dynamic shear modulus ratio and damping ratio λ versus dynamic shear strain γ for 6 types of soils in China are presented in the paper using the free vibration method by resonant column apparatus. The refitted resonant column apparatus in the Institute of Engineering Mechanics is employed for the experimental investigation and its accuracy and reliability have been verified by the tests.The undisturbed soil samples, including clay, silty clay, silt, sand, muck and mucky soil, come from about ten different regions in China. The relation of -γ is fitted by two hyperbolic equations and the relation of λ-γ is also fitted by two hyperbolic equations. The parameters a and b in the equations are obtained from regression analysis of each testing data by the least squares method. For the same type of soil, the mean values, are gotten by averaging all a and b for the same type of soil. The relations of and λ-γ for each ype of soil are then derived using the mean parameters and finally, the averaging curves and recommended values of -γ and λ-γ for the 6 types of soils are obtained.Because the laboratory test is performed under consolidation pressures, the presented results in the paper are suitable respectively for two depths of soil, less than 10 meters as well as between 10 meters and 20 meters.
Keywords:soils  dynamic shear modulus ratio dampong ratio  laboratory experimental st
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