首页> 外文会议>Beijing Jiaotong University;International conference on railway engineering;Beijing Key Laboratory of Track Engineering;China Railway Society >STUDY ON THE INFLUENCE ON DEWATERING INDUCED SETTLEMENT OF CFG PILE COMPOSITE FOUNDATION IN HIGH-PEED RAILWAY STATION
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STUDY ON THE INFLUENCE ON DEWATERING INDUCED SETTLEMENT OF CFG PILE COMPOSITE FOUNDATION IN HIGH-PEED RAILWAY STATION

机译:CFG桩复合地基在高速铁路车站降水诱发沉降中的作用研究。

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摘要

Goundwater is a key element in almost every construction project.The designs of high-speed railway station require the water pressure, s to be taken into account.Based on the foundation pit dewatering project ofWest Jinan Railway Station of Beijing-Shanghai High-speed Railway, it shows that the impact of dewatering is different on various length pile on the same cross-section of CFG pile composite foundation, and the longer pile length is not appreciably affected through field data.Affected area of CFG composite foundation in 35 m length is in 25 m.It sames as25 m to 15m.The variable length Pile region is affected more appreciably than non-variable length area.
机译:地下水是几乎每个建设项目中的关键要素。高速火车站的设计需要考虑水压力。基于京沪高铁济南西站基坑降水工程表明CFG桩复合地基在同一断面上脱水对不同长度桩的影响不同,更长的桩长不受现场数据的影响。CFG复合地基在35 m长的影响区域为25 m到25 m到15 m相同。可变长度桩区域的影响要比非可变长度区域大得多。

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