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EFFECT OF SUBWAY FOUNDATION PIT DEWATERING ON SUBGRADE SETTLEMENT OF COMPOSITE FOUNDATION

机译:地铁基坑降水对复合地基路基沉降的影响

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摘要

Additional settlements of the construction finished CFG composite foundation are caused by subway foundation pit dewatering.Based on the monitoring data of magnetic ring subsidence in deep layer,the settlement deformation law of composite foundation during dewatering was studied in this paper.Results showed that the influence depth of embankment filling and subway foundation pit dewatering was 45 meters underground,which was two times of pile length from the pile bottom.The CFG piles were under the state of positive friction during the embankment filling,and were under the state of negative friction during subway foundation pit dewatering period.The soil between CFG composite piles was significantly more influenced by subway foundation pit dewatering than the CFG piles.
机译:施工完成的CFG复合地基的沉降是由地铁基坑降水引起的。基于深层磁环沉降监测数据,研究了复合地基在降水过程中的沉降变形规律。路堤填筑深度和地下基坑脱水深度为地下45米,是桩底的桩长的两倍。CFG桩在填筑过程中处于正摩擦状态,在筑堤过程中处于负摩擦状态。与CFG桩相比,CFG复合桩之间的土壤受地铁基坑脱水的影响更大。

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