Method of Susceptivity Analysis of Parameters and Its Application in Langyashan Project

摘要：

Using the susceptivity analysis theory, the susceptibility function and factor were defined in a dimensionless form. Based on the Langyashan pumped storage station project, several operating modes were computed in the possible range of influential factors that would influence the stability of underground caverns. The sensibilities to the influential factors of sidewall displacement and plastic zone were discussed with the susceptivity analysis theory respectively, and then the sequence of the influential factors was obtained. Some useful conclusions for choice of parameters were derived at last..

关键词： susceptivity susceptibility factor mechanical parameters stability of caverns

作者: YANG Weimin LI Xiaojing LI Shucai

作者单位: Research Center of Geotechnical and Structural of Shandong University, Jinan 250061, Shandong, China Research Center of Geotechnical and Structural of Shandong University, Jinan 250061, Shandong, China

会议类型: 国际会议

会议名称: The 2007 International Symposium on Safety Science and Technology(2007采矿科学与安全技术国际学术会议)

会议地点: 河南焦作

会议语种:英文

页码: 2318-2323

在线出版日期: 2007-04-17（万方平台首次上网日期，不代表论文的发表时间）