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人防隧道双侧扩挖对地表的影响
引用本文:苏仲杰,赵松,杨逾,周小科,刘晶晶.人防隧道双侧扩挖对地表的影响[J].地质力学学报,2012,18(4):451-456.
作者姓名:苏仲杰  赵松  杨逾  周小科  刘晶晶
作者单位:辽宁工程技术大学土木与交通学院,辽宁阜新,123000
基金项目:国家自然科学青年基金(50804020)
摘    要:在监测数据的基础上,运用Matlab等软件,结合矿业开采沉陷理论,针对隧道双侧扩挖对地表的影响进行了初步研究,得到了隧道双侧扩挖对地表的影响范围.提出了沉降曲线拐点的概念及其特征,区分了沉降变化的低速区和高速区,为今后既有隧道扩挖的施工和监测设计提供了依据.

关 键 词:既有隧道  双侧扩挖  Matlab软件  开采沉陷  拐点
收稿时间:2012/5/12 0:00:00

THE EFFECT OF CRD METHOD OF CIVIL AIR DEFENSE TUNNEL ON THE SURFACE
SU Zhong-jie,ZHAO Song,YANG Yu,ZHOU Xiao-ke and LIU Jing-jing.THE EFFECT OF CRD METHOD OF CIVIL AIR DEFENSE TUNNEL ON THE SURFACE[J].Journal of Geomechanics,2012,18(4):451-456.
Authors:SU Zhong-jie  ZHAO Song  YANG Yu  ZHOU Xiao-ke and LIU Jing-jing
Institution:(Institute of Civil Engineering and Transportation,Liaoning Technology University,Fuxin 123000,China)
Abstract:This paper made a preliminary study on the effect of CRD method of civil air defense tunnel on the surface based on the monitoring data, the Matlab software and the mining subsidence theory. The impacted zone was confirmed. The settlement curve''s inflection point and its characteristics were found. The lower velocity zone and higher velocity zone of settlement variation were distinguished. These achievements could be referenced for the design of relevant construction and monitoring of the old tunnels.
Keywords:old tunnel  CRD method  Matlab software  mining subsidence  inflection point
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