水利水电科技进展2011，Vol.31Issue(6)：46-49,4.DOI:10.3880/j.issn.1006-7647.2011.06.012
复杂加载条件对高面板堆石坝力学行为的影响
Influences of complex loading mode on mechanical behaviors of high concrete face rockfill dams
摘要
Abstract
The high concrete face rockfill dams (CFRDs; usually adopt complex construction mode, that is, tilling of zoned dam body and placing of concrete face slabs in stages. Thus, the high CFRDs exhibit complex mechanical behaviors. Based on a high CFRD to be constructed, the 3D nonlinear finite element method was applied to the structural simulation under complex loading conditions. The results indicate that the stress and deformation behaviors of the dam under complex loading conditions are reasonable. Compared with the behaviors of full section filling of dam body, the maximum settlement of the dam has a decrease of about 12% . The first stage face will be convex to the upstream at the completion stage under the placing of the concrete face slabs in two stages, which will cause separation between the concrete slab and the cushion layer, and it should be noticed.关键词
复杂加载/高面板堆石坝/力学行为/有限元分析Key words
complex loading/ high CFRD/ mechanical behavior/ finite element analysis分类
建筑与水利引用本文复制引用
岑威钧,王帅,杨宏昆,卢培灿,周涛..复杂加载条件对高面板堆石坝力学行为的影响[J].水利水电科技进展,2011,31(6):46-49,4.基金项目
国家自然科学基金(51009055) （51009055）
中央高校基本科研业务费专项(2009B07514) （2009B07514）
