首页> 外文期刊>Journal of earth system science >The mechanism of the bottom-crashing rockfall of a massive layered carbonate rock mass at Zengziyan, Chongqing, China
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The mechanism of the bottom-crashing rockfall of a massive layered carbonate rock mass at Zengziyan, Chongqing, China

机译:重庆曾子岩块状层状碳酸盐岩体崩塌塌方的机理

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Multiple carbonate cliffs are distributed in the karst mountain areas of southwestern China. The dynamic process and failure mechanism of rockfalls in the cliffs are complicated and undefined, and can be dangerous for settlements. Moreover, it is difficult to identify the potential for such failures before they occur. The rockfall of the Zengziyan cliff at Chongqing, China, is used as an example for studying this type of failure and to determine the developmental characteristics of rockfall, expounding on the evolving process from a cliff to an unstable rock mass through to rockfall. A fracturinga??crashing failure mode is proposed, based on the evolutionary characteristics of damage development, compression-induced fracturing, rock mass crashing and overall rockfall. Finite difference numerical simulations were used to analyse and validate the failure mode of the Zengziyan cliff under three simulation conditions. The results of the simulations indicated that strength deterioration at the bottom of the cliff was the root cause of its fracturinga??crashing rockfall. The outcomes of this paper could provide a new analytical model and theoretical basis for identifying and analysing similar types of geological disasters in the mountainous areas of southwestern China, and may provide valuable reference information for further mechanical analysis, stability evaluation and engineering prevention of unstable rock masses prone to a fracturinga??crashing rockfall.
机译:中国西南岩溶山区分布着多个碳酸盐岩悬崖。悬崖上崩塌的动力学过程和破坏机理是复杂且不确定的,可能对沉降产生危险。此外,很难在此类故障发生之前就确定其可能性。以重庆市增子眼崖的崩塌为例,研究了这种类型的破坏并确定了崩塌的发展特征,阐述了从悬崖到不稳定的岩体到崩塌的演变过程。根据损伤发展,压裂引起的压裂,岩体崩塌和整体崩塌的演化特征,提出了一种压裂破坏模式。利用有限差分数值模拟对三种条件下的增子岩崖破坏模式进行了分析和验证。模拟结果表明,悬崖底部的强度下降是其破裂,崩塌的根本原因。本文的研究成果可为鉴定和分析西南山区类似类型的地质灾害提供新的分析模型和理论依据,并可为进一步的不稳定岩石力学分析,稳定性评估和工程预防提供有价值的参考信息。容易发生破裂的岩石崩塌。

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