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基于系统分析的露天矿滑坡体系可靠度评价
引用本文:杨坤.基于系统分析的露天矿滑坡体系可靠度评价[J].山东科技大学学报(自然科学版),2009,28(4):9-12.
作者姓名:杨坤
作者单位:山东科技大学,矿山灾害预防控制教育部重点实验室,山东,青岛,266510
摘    要:应用系统分析理论对露天矿边坡多滑面组成的滑坡体系进行了可靠度评价,避免了只用一个最危险滑面的可靠指标来评价整个边坡系统安全性所引起的较大误差。在可靠指标的求解过程中,引入了有理多项式技术,解决了隐式求导的问题。把这种方法运用到某露天矿工程边坡上发现,整个系统的失效概率和最危险滑面失效概率之间的差异是非常明显的。因此,在地质奈件复杂地区,用系统分析的观点考察整个滑坡体系的可靠度才能确保工程的整体安全性。

关 键 词:边坡系统  区间估计  可靠度  露天矿滑坡

Reliability Evaluation of Landslip System in Open-pit Based on Systems Analysis
YANG Kun.Reliability Evaluation of Landslip System in Open-pit Based on Systems Analysis[J].Journal of Shandong Univ of Sci and Technol: Nat Sci,2009,28(4):9-12.
Authors:YANG Kun
Institution:Key Laboratory Mining Disaster Prevention and Control;Ministry of Education;SUST;Qingdao;Shandong 266510;China
Abstract:The reliability of landslip system in open-pit with several slide surfaces was evaluated by applying the theory of systems analysis and a reliability interval was presented.Consequently,the bigger error caused by substituting the stability index of critical surface for that of overall slope system was avoided.Additionally,in the process of calculating reliability index,the rational polynomial technique was introduced to solve the derivative problem of non-linear and inexplicit performance function.The pract...
Keywords:slope system  interval estimation  reliability  landslip in open-pit  
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