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本文基于石家庄某地铁车站的相关资料,运用数值模拟技术分析了盖挖逆作法车站基坑开挖对边坡稳定性的影响,以期对工程实践有一定的指导作用。
Based on the relevant data of a subway station in Shijiazhuang, this paper analyzes the influence of excavation of foundation pit with inverted dredging method on slope stability by using numerical simulation technology in the hope of guiding the engineering practice.