化工矿产地质2025，Vol.47Issue(3)：227-233,7.
贵州某岩质边坡崩塌地质灾害破坏模式及稳定性分析
Failure Mode and Stability Analysis of a Rock Slope Collapse in Guizhou
朱清华 1王晓娅 2崔丽鹏 3焦姗 2安丽娜 1郑丙谦1
作者信息
- 1. 山西华冶勘测工程技术有限公司,山西 太原 030032
- 2. 中国冶金地质总局第三地质勘查院,山西 太原 030002
- 3. 山西省煤炭地质资源环境调查院有限公司,山西 太原 030006
- 折叠
摘要
Abstract
The dissection effect of joint fractures on rock slopes results in the formation of numerous dangerous rock masses.Influenced by rainfall,earthquakes,human engineering activities,etc.,joint fractures continue to develop and interconnect to form structural planes,making dangerous rock masses highly susceptible to dislodgement and subsequent geohazards such as rockfall.To investigate the formation mechanism and failure modes of rock slope collapse,as well as the catalytic role of structural planes in collapse development,the Liyutan collapse in Renhuai City was selected as the case study.Field investigations revealed that three dangerous rock masses were primarily distributed in the study area.Analysis of structural plane characteristics and influencing factors showed that these masses exhibited two distinct failure modes:sliding collapse and toppling failure.Finally,a combined qualitative and quantitative approach was used to conduct stability analysis of the dangerous rock masses.The results indicate that the three masses were marginally stable under natural conditions but became critically unstable under rainstorm scenarios.These findings provide a reliable basis for the prevention and control of similar collapse hazards.关键词
崩塌/危岩体/结构面/破坏模式/稳定性分析Key words
Collapse/Dangerous rock mass/Structural Plane/Failure mode/Stability analysis分类
天文与地球科学引用本文复制引用
朱清华,王晓娅,崔丽鹏,焦姗,安丽娜,郑丙谦..贵州某岩质边坡崩塌地质灾害破坏模式及稳定性分析[J].化工矿产地质,2025,47(3):227-233,7.
