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| 基于毕肖普模式的边坡稳定可靠度分析 | |
| 引用本文： | 袁祥宁,单景义,张光辉.基于毕肖普模式的边坡稳定可靠度分析[J].山西建筑,2007,33(27):113-114. |
| 作者姓名： | 袁祥宁 单景义 张光辉 |
| 作者单位： | 1. 中国地质大学(武汉),湖北,武汉,430074 2. 山东正元地理信息有限责任公司,山东,济南,250014 3. 河南省煤田地质局物探测量队,河南,郑州,450009 |
| 摘 要： | 引入数值求解方法，结合边坡稳定性分析方法中的毕肖普法，考虑土性参数的变异性和不确定性，详细论述了用常规可靠度计算方法中的JC法求解功能函数为隐函数的可靠度指标问题。 |
| 关 键 词： | 毕肖普法 JC法 隐函数 可靠度分析 |
| 文章编号： | 1009-6825（2007）27-0113-02 |
| 修稿时间： | 2007-04-19 |
Reliability analysis of slope stability based on Bishop model |
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| YUAN Xiang-ning,SHAN Jing-yi,ZHANG Guang-hui.Reliability analysis of slope stability based on Bishop model[J].Shanxi Architecture,2007,33(27):113-114. | |
| Authors: | YUAN Xiang-ning SHAN Jing-yi ZHANG Guang-hui |
| Affiliation: | YUAN Xiang-ning SHAN Jing-yi ZHANG Guang-hui |
| Abstract: | A numerical computational methods is adopted, Bishop method in reliability analysis method of slope is combined, the variability and uncertainty of the soil parameter is considered, a method which using JC methods in the general reliability calculation methods to get the indexs of the reliability in implicit function is discussed in details. |
| Keywords: | Bishop method JC method implicit function reliability analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |