用渐近均匀化方法计算水泥土的等效弹性常数  

Application of Asymptotic Homogenization Theory to Calculate the Equivalently Elastic Constants of Cement-soil

作　　者：付海雄[1] 马石城[1] 李晓全[1] 

机构地区：[1]湘潭大学土木工程与力学学院,湖南湘潭411105

出　　处：《湘潭大学自然科学学报》2006年第1期117-120,共4页Natural Science Journal of Xiangtan University

基　　金：湘潭大学校级资助项目

摘　　要：把数学上的渐进均匀化方法应用到水泥土复合材料的等效弹性性能计算中.同时提出了水泥土的简化计算模型,且用FORTRAN自编了计算程序,并与实验结果相对照.Asymptotic homogenization theory is applied to calculate elastic properties of cement-soil. Then a simplification calculation model of the cement-soil is put forward and its elastic properties are calculated by a computational program. Finally,comparisons of the experimental results and the calculated results are presented.

关 键 词：水泥土 均匀化方法 有限元分析 弹性模量 

分 类 号：TU12[建筑科学—建筑理论] TU52