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高架桥受基坑工程施工影响的监测与安全评价
引用本文:贺跃光,樊明学,熊莎,任云志.高架桥受基坑工程施工影响的监测与安全评价[J].测绘工程,2014(5):42-45.
作者姓名:贺跃光  樊明学  熊莎  任云志
作者单位:长沙理工大学交通运输工程学院,湖南长沙410004
基金项目:省重点学科建设项目资助
摘    要:地铁基坑工程开挖打破土体原始平衡,对周边环境产生影响。某地铁基坑工程紧邻高架桥开挖,为保证高架桥安全,必须针对高架桥设计专项监测方案,对其实施动态监测。通过对比高架桥安全阈值与高架桥实测值,表明高架桥桥墩沉降、两桥墩沉降差、倾斜值均在高架桥安全评价阈值范围内,认为基坑工程开挖对高架桥影响较小,高架桥整体安全。

关 键 词:基坑  高架桥  安全评价  沉降值  倾斜值

The monitoring and safety evaluation on viaduct affected by excavation engineering construction
HE Yue-guang,FAN Ming-xue,XIONG Sha,REN Yun-zhi.The monitoring and safety evaluation on viaduct affected by excavation engineering construction[J].Engineering of Surveying and Mapping,2014(5):42-45.
Authors:HE Yue-guang  FAN Ming-xue  XIONG Sha  REN Yun-zhi
Institution:( School of Communication and Transportation Engineering, Changsha University of Science and Technology, 410004, China)
Abstract:Subway excavation breaks the original balance of the soil, which has impact on the surrounding environment. Taking a foundation pit of a subway closed to the viaduct excavation as the case, a special monitoring program shall be designed to ensure the viaduct security. By comparing the viaduct safety threshold and viaduct measured values, the piers of viaduct settlement, differential settlement of two piers, tilt values prove to be in the viaduct safety evaluation threshold, indicating the pit excavation will affect the viaduct little.
Keywords:foundation pit  viaduct  safety evaluation  sedimentation value  tilt value
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