摘要
厚层状砂岩具有层厚、块大、层面水平等特征,一旦崩落失稳,危害较大.根据工程地质基本原理对厚层状砂岩崩落失稳机理进行了分析,并采用RockFall模拟软件对落石崩落运动轨迹及运动过程能量变化进行了模拟研究.
Thick beds,large blocks and horizontal beds are the features of thick- bedded sandstones.Once the fall occurs,the harm will be greater. This paper analyzes the fall instability mechanism of thick-bedded sandstone according to the basic principles of engineering geology,and uses RockFall simulation software to simulate the motion trajectory and energy changes of sandstone fall.
引文
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