摘要
针对矿柱设计中传统的安全系数法忽略岩体固有的节理、裂隙特性的影响，提出了可靠度设计法，以充分考虑岩体的非均匀性和不连续性，克服了安全系数法的诸多弊端，具有较大的推广应用价值。
In view of the fact that the influence of joints and fissures is not considered by the traditional Safety Factor Method in pillar design, a new method-Reliability Method is proposed. The new method aims to simulate the heterogeneity and discontinuity of rock mass, and overcomes the shortcomings of the Safety Factor Method. Therefore, the new method can be used in practice extensively.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第1期85-88,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
矿柱
可靠度
安全系数
pillar, reliability, safety factor
