岩土力学2009,Vol.30Issue(11):3447-3452,3459,7.
土钉支护结构可靠度分析的电子表格法
Reliability analysis of soil nailed structures using spreadsheet method
摘要
Abstract
It is very important to carry out the reliability analysis of soil nailed structures since there are lots of uncertainties in geotechnical engineering. Considering the function of Solver and VB programming of Excel, the spreadsheet computation model for the reliability analysis of soil nailed structures is set up. This spreadsheet model is suitable for layered soils and it can get the minimum reliability index and the location of the corresponding slip surface. The spreadsheet model is composed of five parts: module of input parameters; computation module of soil nailed structure; computation module of soil layers; computation module of reliability index and module of optimum calculation. Once the model is set up, it is very convenient to carry out the reliability analysis for different soil nailed structures. It is demonstrated that the method proposed is correct, simple and direct. It is easy to carry out the reliability analysis of soil nailed structures for different computation cases; and it can also be easily simplified to carry out the corresponding deterministic analysis.关键词
土钉支护/电子表格/可靠度分析/可靠指标/安全系数Key words
soil nailed structure/ spreadsheet/ reliability analysis/ reliability index/ factor of safety分类
建筑与水利引用本文复制引用
谭晓慧,王建国,冯敏杰,毕卫华..土钉支护结构可靠度分析的电子表格法[J].岩土力学,2009,30(11):3447-3452,3459,7.基金项目
国家自然科学基金资助项目(No.50748033) (No.50748033)
安徽省教育厅青年基金项目(No.2005jq1021) (No.2005jq1021)
合肥工业大学博士专项基金项目(No.2007GDBJ044). (No.2007GDBJ044)