Flexural Behavior and Influencing Parameters of Secant-Pipe-Roof Structure
TANG Xiu-jie1， ZHAO Wen1， LU Bo1， LI Wei-wei2
1. School of Resources & Civil Engineering， Northeastern University， Shenyang 110819， China; 2. Guangzhou Metro Design & Research Institute Co.， Ltd.， Guangzhou 510010， China.
TANG Xiu-jie， ZHAO Wen， LU Bo， LI Wei-wei. Flexural Behavior and Influencing Parameters of Secant-Pipe-Roof Structure[J]. Journal of Northeastern University(Natural Science), 2023, 44(2): 289-298.
[1]韩宝明，杨智轩，余怡然，等.2020年世界城市轨道交通运营统计与分析综述［J］.都市快轨交通，2021，34(1):5-11.(Han Bao-ming，Yang Zhi-xuan，Yu Yi-ran，et al Statistical analysis of urban rail transit operation in the world in 2020:a review［J］.Urban Rapid Rail Transit，2021，34(1):5-11.) [2]Fang Q，Zhang D，Wong L N Y.Environmental risk management for a cross interchange subway station construction in China ［J］.Tunnelling and Underground Space Technology，2011，26(11):750-763. [3]Zhang Z Q，Li H Y，Liu H Y，et al.Load transferring mechanism of pipe umbrella support in shallow-buried tunnels ［J］.Tunnelling and Underground Space Technology，2014，43:213-221. [4]Xiao H，Zhou S，Sun Y.Stability analysis and case study of shallow tunnel using pipe roof support ［J］.Geotechnical and Geological Engineering，2019，37(3):1249-1260. [5]Coller P J，Abbott D G.Microtunneling techniques to form an insitu barrier around existing structures ［J］.American Society of Civil Engineers，1994，2:386-394. [6]Musso G.Jacked pipe provides roof for underground construction in busy urban area ［J］.Civil Engineering，1979，49(11):79-82. [7]Ire H.Tubular trust jacking for underground roof construction on the Antwerp Metro ［J］.Tunnelling.1985，5:13-15. [8]Xiao J Z，Dai F C，Wei Y Q，et al.Analysis of mechanical behavior in a pipe roof during excavation of a shallow bias tunnel in loose deposits ［J］.Environmental Earth Sciences，2016，75(4):293-301. [9]Shimada H，Hamanakal A，Sasaoka T，et al.Effect of application of pipe roof method by using pipe jacking on behavior of surrounding soil ［J］.Physical Science and Application，2013，6:353-358. [10]Zhang Z，Li H，Liu H，et al.Load transferring mechanism of pipe umbrella support in shallow-buried tunnels ［J］.Tunnelling and Underground Space Technology，2014，43:213-221. [11]Xie X，Zhao M，Shahrour I.Experimental study of the behavior of rectangular excavations supported by a pipe roof ［J］.Applied Sciences，2019，9(10):2082-2091. [12]Xie X，Zhao M，Shahrour I.Face stability model for rectangular large excavations reinforced by pipe roofing ［J］.Tunnelling and Underground Space Technology，2019，94:103132.
