湖北文理学院学报2016，Vol.37Issue(11)：16-19,4.
拱坝安全可靠度评价研究进展
Reliability Evaluation Research Progress of Arch Dam Safety
摘要
Abstract
This paper summarized the reliability evaluation research progress of arch dam safety, by means of the experience evaluation method in which the slenderness coefficient was used as the criterion, and the reliability theoretical evaluation method which was based on the theory of probability and the random mathematics theory. But the two methods did not consider the long-term effects. The following questions should be further studied, such as the strength reduction of dam concrete as time flies, the strength reduction of the whole dam body owing to cracking, the creep stress resulted from creeping of concrete and rock, the strength change of the foundation resulted from water infiltration.关键词
拱坝/安全可靠度/评价方法Key words
Arch dam/Safety reliability/Evaluation method分类
建筑与水利引用本文复制引用
陈海玉,徐福卫..拱坝安全可靠度评价研究进展[J].湖北文理学院学报,2016,37(11):16-19,4.基金项目
湖北省教育厅科学研究计划项目(20142603) （20142603）
