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厚层状砂岩崩落失稳机理及运动轨迹分析
引用本文:张军,袁磊.厚层状砂岩崩落失稳机理及运动轨迹分析[J].成都大学学报(自然科学版),2013,32(3):303-305.
作者姓名:张军  袁磊
作者单位:四川省地质工程勘察院,四川成都610021;四川省地矿局成都水文地质工程地质队,四川成都610072;四川省地质工程勘察院,四川成都610021;四川省地矿局成都水文地质工程地质队,四川成都610072
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.

关 键 词:厚层状砂岩  崩落失稳  RockFall  运动轨迹

Analysis of Fall Instability Mechanism and Movement Trajectory of Thick-bedded Sandstone
ZHANG Jun , YUAN Lei.Analysis of Fall Instability Mechanism and Movement Trajectory of Thick-bedded Sandstone[J].Journal of Chengdu University (Natural Science),2013,32(3):303-305.
Authors:ZHANG Jun  YUAN Lei
Institution:1'2 (1. Sichuan Institute of Geological Engineering Investigation, Chengdu 610021, China; 2. Chengdu Hydrtgeology and Engineering Geological Team, Sichuan Bureau d Geological Exploration and Exploration of Mineral Resources, Chengdu 610072, China)
Abstract: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.
Keywords:thick-bedded sandstone  fall instability  RockFall  movement trajectory
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