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滨海软土蠕变特性及蠕变模型
引用本文:王常明,王清,张淑华.滨海软土蠕变特性及蠕变模型[J].岩石力学与工程学报,2004,23(2):227-230.
作者姓名:王常明  王清  张淑华
作者单位:1. 吉林大学建设工程学院,长春,130026
2. 长春工业大学,长春,130012
基金项目:国家自然科学基金(40172092,49972089)资助项目
摘    要:如何合理地描述滨海软土的蠕变规律对软土地基工程是十分重要。三轴蠕变试验研究表明,滨海相沉积的软土具有非线性蠕变的特性,双曲线型更适合其应力-应变关系。修改了Singh-Mitchell模型的应力-应变关系,建议了滨海软土的应力-应变-时间关系。所提出的蠕变模型具有参数少、适用性较强的特点。

关 键 词:滨海  土力学  非线性  蠕变模型  软土地基  三轴蠕变试验
文章编号:1000-6915(2004)02-0227-04
收稿时间:2002-5-23
修稿时间:2003-7-15

CREEP CHARACTERISTICS AND CREEP MODEL OF MARINE SOFT SOILS
Wang Changming,Wang Qing,Zhang Shuhua.CREEP CHARACTERISTICS AND CREEP MODEL OF MARINE SOFT SOILS[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(2):227-230.
Authors:Wang Changming  Wang Qing  Zhang Shuhua
Affiliation:Wang Changming1,Wang Qing1,Zhang Shuhua2
Abstract:It is very important for marine soft ground projects how to describe the creep behavior of marine soft soil. The marine soft soil is of nonlinear creep characteristics on basis of triaxial creep tests of the three kinds of soft soils from Zhuhai,Shanghai and Yingkou in China. A hyperbola-typed stress-strain relation is stated to suitably describe the constitutive character of marine soft soils. The hyperbola-typed function is proposed for the stress-strain relation in Singh-Mitchells creep model and a new stress-strain-time relation is suggested in this paper. There are only three parameters in the proposed creep model,and all the parameters are easy to be determined.
Keywords:soil mechanics  marine soft soil  creep  nonlinear  creep model
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