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软土地基桥台现场试验监测方法与技术研究
引用本文:岳健,冷伍明,聂如松,曹刚龙.软土地基桥台现场试验监测方法与技术研究[J].铁道建筑技术,2007(6):63-65,69.
作者姓名:岳健  冷伍明  聂如松  曹刚龙
作者单位:1. 中南大学土木建筑学院,长沙,410075
2. 中铁十二局集团有限公司,太原,030032
摘    要:快速铁路对于线下结构变形和刚度的控制十分严格,特别在高填土深层软土地区修建桥台,为了使桥台基础系统的变形处于可控状态,进行现场试验监测十分重要。介绍了对务山特大桥温州桥台施工阶段现场试验监测系统的目标、构建原则,重点阐述了该试验监测系统的布置方法和测试技术,这些都在现场得到了成功实施。

关 键 词:软土地基  桥台  现场试验  监测技术
文章编号:1009-4539(2007)06-0063-03
修稿时间:2007年4月21日

Study on Technology and Methods of Testing and Monitoring the Abutment on the Soft Ground
Yue Jian,Leng Wuming,Nie Rusong,Cao Ganglong.Study on Technology and Methods of Testing and Monitoring the Abutment on the Soft Ground[J].Railway Construction Technology,2007(6):63-65,69.
Authors:Yue Jian  Leng Wuming  Nie Rusong  Cao Ganglong
Abstract:The high-speed railways request strict control of infrastructure's deformation and stiffness,especially in the construction of abutment in the deep soft soil areas with a high earth fill.To control the abutment's deformation effectively, it is very important to carry on testing and monitoring on site.This paper introduces the aims and construction principles of the testing and monitoring system in Duiwushan Great Bridge's Wenzhou Abutment,and explains in detail the system'op- erational disposal and testing technology,which have been successfully put into practice on site.
Keywords:soft soil foundation  abutment  field test  monitoring technology
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