摘要
提出了一种考虑块体侧面一般水压分布模式下的块体稳定性计算方法。根据所提出的方法 ,对某工程边坡上的一个实际块体的稳定性进行了分析。结果表明 ,所提出的方法对解决包括复杂形状块体在内的块体水压敏感性稳定分析是可行的。
A method for block stability analysis is suggested to consider a general waterpressure distribution model acting on the block surface. Using the suggested method, the stability problem of a actual keyblock appeared on one engineering slope is analyzed. The method has been shown to be practical to analyze the effects of water pressure on block stability problems where the block maybe convex and concave.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第z1期936-940,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
计算方法
块体稳定性
块体侧面水压
水压一般分布模式
calculaion method, block stability, water pressure on block surface, general waterpressure distribution model
