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黄石淤泥质土的剪切蠕变特性及模型研究
引用本文:张先伟,王常明,王钢城,陈多才,马栋和. 黄石淤泥质土的剪切蠕变特性及模型研究[J]. 吉林大学学报(地球科学版), 2009, 39(1): 119
作者姓名:张先伟  王常明  王钢城  陈多才  马栋和
作者单位:吉林大学 建设工程学院,长春 130026
摘    要:通过室内剪切蠕变试验,对黄石地区淤泥质土蠕变特性进行了研究。结果表明:黄石淤泥质土的剪切蠕变变形可近似为线性特征;蠕变变形在一定剪应力水平下才能表现出来,剪应力水平越高,剪切蠕变变形越明显;在高应力下,土的粘滞性增加,流动性降低,剪切模量与时间呈下降幂函数关系;粘滞系数的变化受剪应力的影响并不大。针对试验数据采用线性回归分析法确定蠕变参数能取得较高的精度,Burgers体蠕变模型和经验型模型均能较好描述该地区淤泥质土的剪切蠕变规律。比较而言,采用经验型模型更适合于描述软土非线性剪切蠕变特性。

关 键 词:淤泥质土  剪切蠕变  Burgers本构模型  经验型模型  
收稿时间:2008-05-21

Study on Shearing Creep Characteristics and Constitutive Mode of Huangshi Mucky Soil
ZHANG Xian-wei,WANG Chang-ming,WANG Gang-cheng,CHEN Duo-cai,MA Dong-he. Study on Shearing Creep Characteristics and Constitutive Mode of Huangshi Mucky Soil[J]. Journal of Jilin Unviersity:Earth Science Edition, 2009, 39(1): 119
Authors:ZHANG Xian-wei  WANG Chang-ming  WANG Gang-cheng  CHEN Duo-cai  MA Dong-he
Affiliation:College of Construction Engineering,Jilin University,Changchun 130026,China
Abstract:The shear rheological behaviors of Huangshi mucky soil by indoor test are studied.The test results that the shear creep deformation of Huangshi mucky soil is similar to linear features.The creep behaviors can be seen under some levels of Shear stress.The shear stress is higher;the shear creep deformation is more obvious.Under the high stress,the viscosity of soil increase,and the liquidity of soil decline.The shear module has power function decline in relations with time.The coefficient of viscosity has no ...
Keywords:mucky soil  shearing creep test  Burgers constitutive model  empirical model  
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