摘要
视岩体强度参数为正态分布随机变量,以可靠度理论为基础,推导了Drucker-Prager准则可靠度判别的解析表达式,并通过Monte-Carlo法和一次可靠度方法验证了其正确性.应用所得到的公式分析了岩体强度参数的变异性对屈服准则判别结果的影响.结果表明,强度参数的变异性对Drucker-Prager准则可靠概率的影响程度不尽相同,在变异系数较大的情况下,它们对可靠概率的影响显著,不可忽略.为岩体屈服的可靠度判别提供了一条新思路.
Strength parameters of rock mass were taken as random variables. Based on the reliability theory, an analytical expression of reliability solution for Drucker-Prager Criterion was given. The Monte-Carlo Method and FORM （First Order Reliability Method） were used to test the correctness of the solution. Some influences of variation of strength parameters on the judging results of Drucker- Prager Criterion were discussed by the use of the solution. Conclusions of discussion show that variations of strength parameters have different influences on the reliability probability of Drucker-Prager Criterion. When the coefficients of variation of strength parameters are great, their influences on the reliability probability of Drucker-Prager Criterion are obvious and can not be neglected. The conclusions provide a new way for the reliability judgment of yield on rock mass.
出处
《应用数学和力学》
CSCD
北大核心
2008年第1期111-117,共7页
Applied Mathematics and Mechanics
