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针对天津地铁某地下车站基坑底微承压水层较厚,且周边居民楼较多的复杂情况,创新性地应用“水泥土搅拌桩封底抗突涌法”的设计方案,为以后同类工程建设提供了一些参考。
In view of the complex situation that the micro-pressure water layer at the bottom of an underground station in Tianjin Subway is thick and there are many residential buildings in the surrounding area, the design scheme of “anti-inrush method” Similar projects provide some reference.