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论文类型：期刊论文

发表时间：2022-06-30

发表刊物：岩石力学与工程学报

期号：5

页面范围：893-900

ISSN号：1000-6915

摘要：Based on the results of microseismic monitoring data recorded, the law of microseismicity occurring in the deep rock masses at left bank slope of Jinping I hydropower station is investigated; and the slope stability is evaluated combining with conventional measurement data and numerical simulation using realistic failure process analysis(RFPA) approach. The following aspects are taken into consideration: (1) The evolution mechanism of micro-fractures initiation, growth and expansion in deep rock masses of rock slope is performed. (2) The internal relation between tempo-spatial distribution regularity of microseismic events and variances of multiple position extensometers in consolidation grouting tunnel #2 at the elevation of 1829 m are interpreted. (3) The full progressive failure processes of rock slope with typical section have been reproduced. (4) The generation mechanism of cracks in the platform of dam crest at the elevation of 1885 m is in-depth analyzed. Incorporating with site operation conditions and engineering geology, this leads to conclusions: Firstly, microseismic monitoring network installed at right bank slope could availably identify and delineate failure regions and potential sliding surface in deep rock masses. Secondly, visual deformation of rock slope and microseismicity are closely related to geological structures and grouting in the weak-layers. Finally, stress redistribution induced by high pressure cement grouting and slippage deformation of pre-existing fissure zones are the primary factors causing cracks in the platform of dam crest at the elevation of 1885 m. The research results provide important references to the understanding and analysis of rock slope deformation and associated microseismicity-induced instability mechanism under complex stress conditions.

备注：新增回溯数据