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The construction safety control analysis of super-deep and super-large foundation pit

机译:超深层基坑施工安全控制分析

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The main tower of Wuhan Greenland Center is 600 meters tall and the excavation depth is 30.9 meters deep. The geological sedimentary characteristics and the safety effect of railway line near the Yangtze River should be considered, so the construction has typicality and larger reference value. The engineering support system, the arrangement of monitoring excavation scheme and the monitoring items with its warning value are introduced referring to the foundation pit construction of Wuhan Greenland Center. Then the safety of the excavation itself and influence on surrounding environment are analyzed in terms of the brace force, deep underground continuous wall horizontal displacement, underground water level and the original railway and the Yangtze River levee deformation law and so on. And the measures for safety of foundation pit excavation engineering are discussed at last.
机译:武汉格陵兰中心的主塔高600米,挖掘深度深度为30.9米。应考虑铁路线附近铁路线的地质沉积特性及安全效果,施工具有典型程度和更大的参考价值。工程支持系统,监控挖掘方案的布置和监测项目及其警告值的推出是指武汉格陵兰中心的基坑建设。然后,在支撑力,深层地下连续墙水平位移,地下水位和原始铁路和长江堤坝变形法等方面,分析了挖掘本身的安全性和对周围环境的影响。最后讨论了基础坑挖掘工程安全措施。

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