土石坝黏土心墙的材料动力特性试验  

DYNAMIC CHARACTERISTICS OF THE CLAY CORE MATERIAL FOR EARTH AND ROCKFILL DAMS

作　　者：张培[1] 朱涵[1,2] 赵科[3] 黄斌[3] 

机构地区：[1]天津大学建筑工程学院,天津300072 [2]滨海土木工程结构与安全教育部重点实验室(天津大学),天津300072 [3]长江科学院水利部岩土力学与工程重点实验室,武汉430010

出　　处：《工业建筑》2013年第7期68-71,共4页Industrial Construction

基　　金：国家自然科学基金项目(51078261)

摘　　要：以土石坝黏土心墙料为研究对象,结合工程实际情况,考虑不同固结围压对黏土心墙料动力特性的影响。通过循环振动三轴试验,对黏土心墙料在选定的5组固结围压状态下表现出来的动力特性进行研究,得出固结围压的变化对其产生的影响。在研究的固结围压范围内,固结围压对动弹性模量的影响较大,动弹性模量随固结围压的增大而提高;最大动弹性模量与平均主应力间具有良好的幂函数关系,随着平均主应力的增大呈指数增长;阻尼比曲线与动剪模量比曲线在不同的固结围压状态下表现出了良好地归一化特性。Based on the actual situation of engineering, the clay core impervious material of the soil core wall rock fill dam was studied, the influences of different confining stresses considered. Through dynamic triaxial test, dynamic characteristics of the clay core impervious material under 5 selected confining were studied; the impacts of confining stresses on it were concluded. In the range of analyzed confining stress, the dynamic elastic modulus of the clay core impervious material was increased markedly with an increase of confining stress; power correlations between its two parameters containing the maximum dynamic elastic modulus and the average principal stress were obtained, the maximum dynamic elastic modulus of the clay core impervious material was increased markedly with an increase of the average principal stress by exponential form; the damping ratio curve and dynamic shear modulus ratio curves were normalized well under diferent confining stress conditions.

关 键 词：黏土心墙料 围压 动三轴 动弹性模量 阻尼比 动剪模量比 

分 类 号：TV41[水利工程—水工结构工程]