Abstract:Research purposes:Affected by the complex urban environment, sometimes the construction of urban tunnels inevitably traverse under buildings. In order to reduce the demolition of buildings,this paper studies the settlement volume of ground surface and settlement regularity of roof buildings in conditions of different construction methods by means of numerical simulation of neighborhood soft-rock shallow undercut tunnel, furthermore, it analyzes the security of buildings above the tunnel.Research conclusions:(1) Settlement of ground surface caused by construction mainly depends on geological conditions, buried depth,excavation span of tunnel and construction method which is the most obvious. (2) On the basis of simulation and monitoring results, neighborhood shallow undercut tunnel under-traversing buildings adopts CD construction method as well as advanced small pipe to grout reinforcement of surrounding rock, the ground surface settlement can be effectively controlled,the safety of roof buildings can be protected. (3) The results of this study are mainly used in the field of city tunnel project, it can be referred by similar engineering’s design and construction.
[1] JTG D70—2004,公路隧道设计规范[S]. JTG D70—2004,Code for Design of Road Tunnel[S]. [2] 王梦恕. 地下工程浅埋暗挖技术通论[M].合肥:安徽教育出版社,2004. Wang Mengshu. General Theory of Underground Engineering Shallow Undercut Technology[M].Hefei: Anhui Education Press,2004. [3] 关宝树. 隧道工程设计要点集[M]. 北京:人民交通出版社,2003. Guan Baoshu. Design Key Points of Tunnel Engineering[M]. Beijing: China Communications Press,2003. [4] 李志业,曾艳华. 地下结构设计原理与方法[M]. 成都:西南交通大学出版社,2003. Li Zhiye,Zeng Yanhua. Principle and Method of Underground Structure Design [M]. Chengdu: Southwest Jiaotong University press,2003. [5] 王明年,李志业,关宝树. 3孔小间距浅埋暗挖隧道地表沉降控制技术研究 [J]. 岩土力学,2002(6):821-824. Wang Mingnian,Li Zhiye,Guan Baoshu. Research on Controlling Measures for Ground Surface Settlement of Three Little Distance Parallel Shallow Embedded Tunnels[J]. Rock and Soil Mechanics, 2002(6):821-824. [6] 楼晓明,郑俊杰,章荣军. 隧道施工引起的地表变形数值模拟[J]. 铁道工程学报,2007(9):62-66. Lou Xiaoming, Zheng Junjie, Zhang Rongjun. Simulation of Numerical Values of Surface Deformation Caused by Tunnel Construction[J]. Journal of Railway Enginneering Society,2007(9):62-66. [7] 韩煊,李宁,Jamie R Standing. Peck公式在我国隧道施工地面变形预测中的适用性分析[J]. 岩土力学,2007(1):23-28. Han Xuan, Li Ning, Jamie R STANDING. Adaptability Study of Gaussian Equation Applied to Predicting Ground Settlements Induced by Tunneling in China[J]. Rock and Soil Mechanics, 2007(1):23-28. [8] 范国文,王先堂.暗挖双连拱隧道穿越浅基础高层楼群区施工技术[J].铁道工程学报,2003(3):109-116. Fan Guowen,Wang Xiantang. Construction Technique for Subsurface Excavation of Double-hinged Arch Tunnel Crossing High-rise Buildings Area with Shallow Foundation[J]. Journal of Railway Enginneering Society, 2003(3):109-116. [9] 王建平,张富强. 小导管注浆预支护技术在城市浅埋暗挖隧道的应用[J]. 河北建筑工程学院学报,2003(1):55-56. Wang Jianping, Zhang Fuqiang. Application of Technology on Ductule Casting Paddle Timbering in Urban Shallow-Cover and Close-cut Tunnel[J]. Journal of Hebei Institute of Architectural Engineering, 2003(1):55-56. [10]曾祥国,赵师平,姚安林,等. 小净距公路隧道小导管注浆工艺对围岩稳定性影响的有限元分析[J]. 四川大学学报(工程科学版),2008(4):1-6. Zeng Xiangguo,Zhao Shiping,Yao Anlin,etc. Finite Element Analysis of Small Duct Grouting Effect on Surrounding Rock Stability at Small Interval Highway Tunnel[J]. Journal of SiChuan University(Engineering Science Edition),2008(4):1-6.