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摘要本文从裂隙岩体渗流理论出发，以抚顺西露天矿边坡现场水压动态资料为基础，建立边坡岩体诊流模型，分析评价水压动态与疏于工程施工过程及边坡稳定性的关系，提出有实际意义的水压控制方案。并应用于国家重大安全措施项目“抚顺西露天矿北帮西区边坡综合整治工作”施工设计之中。
Abstract Based on the seepage flow theory of fractured rock mass and based on the on-site hydrostatic data of slope in western Fushun coal mine, this paper established a diagnostic model of slope rock mass to analyze and evaluate hydraulic dynamic and neglect construction process and slope stability The relationship between the proposed water control program of practical significance. And applied to the national major safety measures project “Fushun Western Open pit to help the western slope of the comprehensive renovation work” construction design.