摘要
从材料力学和地质构造作用应力角度入手,对镇远县石屏山危岩体成因和裂隙特征进行定性分析,并以此推测危岩体破坏模式,得出其破坏模式为滑移式和错断式的结论,并提出相关治理建议,为危岩体定量分析计算提供充足的依据。
By the method of mechanical stress and the perspective of the geological structure, to analysis the causes and characteristics of fractured of the unstable rock in Shipingshan of Zhenyuan county, and thus presumably the failure mode of the unstable rocks. Concluded the failure mode of the unstable rocks is slip dislocation type and faulted type, and recommendations related to governance, as a quantitative analysis the unstable rocks provide sufficient basis for the calculation.
出处
《山西建筑》
2014年第18期96-98,共3页
Shanxi Architecture
关键词
危岩
成因
裂隙特征
unstable rock
causes
fracture characteristics