WANG Shuhong, WANG Jiang, RAO Wenjie. Block Slide Model Test on Variable Angle Space and Back Analysis of Structural Parameters[J]. Journal of Northeastern University, 2013, 34(3): 434-438.
[1] Michael T,Yossel H.Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction—a parametric study using discontinuous deformation analysis[J].Tunneling and Underground Space Technology,2006,21(1):29/45. [2] Wang S H,Xu Y,Zhang H,et al.Characterization of rock spatial modeling and quick identification of unstable blocks based on a digital photogrammetry[J].Geotechnical Special Publication,2011(220):259/267. [3] Wang S H,Liu J X,Tang C A,et al.Stability analysis of a largespan deep tunnel[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):870/875. [4] 王述红,张靖杰,李云龙,等.工程岩体开挖全过程全空间块体搜索及其系统研制[J].东北大学学报:自然科学版,2010,31(7):1026/1029.(Wang Shuhong,Zhang Jingjie,Li Yunlong,et al.Quickly spatial identification process of blocks during rock excavation and its system modeling[J].Journal of Northeastern University:Natural Science,2010,31(7):1026/1029.) [5] 吴剑.边坡物理模型倾斜加载方式的研究[J].岩土力学,2012,33(3):174.(Wu Jian.Inclined loading method research of slope physical model[J].Rock and Soil Mechanics,2012,33(3):174.) [6] 孙宁,杨文柱,姜清辉.三维块体分析方法及有效性验证[J].中国水运,2007,5(9):127/129.(Sun Ning,Yang Wenzhu,Jiang Qinghui.Analytical methods and validation of the threedimensional block[J].China Water Transport,2007,5(9):127/129.) [7] 王述红,汪江,饶文杰,等.变角度空间块体滑落模型试验平台及其使用方法,中国:2012100493404[P].2012/03/01.(Wang Shuhong,Wang Jiang,Rao Wenjie,et al.The block sliding model test platform with variable angle space and the method of use,China:2012100493404[P].2012/03/01.) [8] Omer Aydan.楔体模型试验与楔体滑动极限平衡法的重新评价[J].郑东明,译.地下空间,1997,17(3):184/185.(Omer Aydan.Reevaluation of the model test of the wedge and wedge sliding limit equilibrium method[J].Translated by Zheng Dongming.Underground Space,1997,17(3):184/185.) [9] 张航.岩体开挖隧道结构面空间模拟及围岩块体分析[D].沈阳:东北大学,2012.(Zhang Hang.Simulation of tunnel structure surface in space in rock excavation and rock block analysis[D].Shenyang:Northeastern University,2012.)