软硬地层构造危岩体的稳定性及弹跳曲线分析  

Stability and Bounce Curve Analysis of Dangerous Rock Masses in Soft and Hard Strata Structures

作　　者：陈坤 Kun Chen(middling coal Geological Group Co.,Ltd.,Beijing 100040)

机构地区：[1]中煤地质集团有限公司,北京100040

出　　处：《新疆钢铁》2024年第2期14-16,共3页Xinjiang Iron and Steel

摘　　要：软硬地层构造中的危岩体稳定性一直是地质工程领域的研究热点之一。危岩体的稳定性受到地层构造、地质构造、岩石性质等多种因素的影响,而这些因素之间的相互作用关系复杂,难以简单地进行定量分析。对此,本文通过工程实例对此进行危岩崩塌地质灾害进行分析,进而计算弹跳曲线和最大冲击能,在此基础上提出防护方案,以期为其他工程提供有益的参考和借鉴。The stability of dangerous rock formations in soft and hard geological formations has always been a research hotspot in the field of geological engineering.The stability of a dangerous rock mass is influenced by various factors such as geological structure,geological structure,and rock properties,and the interaction between these factors is complex,making it difficult to conduct a simple quantitative analysis.In this regard,this article analyzes the geological hazards of rock collapse through engineering examples,calculates the rebound curve and maximum impact energy,and proposes protection plans based on this,in order to provide useful reference and guidance for other projects.

关 键 词：软硬地层 危岩稳定性 弹跳曲线 

分 类 号：TU411[建筑科学—岩土工程]