3D limit support pressure solution for shield tunnel face subjected to seepage

吕玺琳,王浩然,黄茂松. 盾构隧道开挖面稳定性极限理论分析[J]. (岩土工程学报), 2011, 33(1): 57-62.(Lü Xi-lin,WANG Hao-ran,HUNAG Mao-song. Study on the face stability of shield tunnel in limit theory[J].Lü Xi-lin, WANG Hao-ran, HUNAG Mao-song. Study on the face stability of shield tunnel in limit theory[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 57-62. (in Chinese))
吕玺琳,李冯缔,黄茂松,等. 三维盾构隧道开挖面极限支护压力数值及理论解[J]. (同济大学学报(自然科学版)), 2012, 40(10): 1469-1473.(LU Xi-lin,LI Feng-di,HUANG Mao-song,et al. Three-dimensional numerical and analytical solutions of limit support pressure at shield tunnel face[J]. Journal of Tongji University(Natural Science), 2012, 40(10): 1469-1473. (in Chinese))
ANAGNOSTOU G,KOVáRI K. Face stability conditions with earth-pressure-balanced shields[J]. KOVáRI K. Face stability conditions with earth-pressure-balanced shields[J]. Tunnelling and Underground Space Technology, 1996, 11(2): 165-173.
DE Buhan P,CUVILLIER A,DORMIEUX L,et al. Face stability of shallow circular tunnels driven under the water table: a numerical analysis[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(1): 79-95.
BROERE W,VAN TOl A. Influence of infiltration and groundwater flow on tunnel face stability[C]// Geotechnical Aspects of Underground Construction in Soft Ground. Tokyo, 2000: 339-344.
SCHWEIGER H F,POTTLER R K,Steiner H. Effect of seepage forces on the shotcrete lining of a large undersea cavern[C]// Int Conf Computer Methods and Advances in Geomechanics. Rotterdam: Balkema, 1991: 1503-1508.
LEE I M,NAM S W. The study of seepage forces acting on the tunnel lining and tunnel face in shallow tunnels[J]. Tunnelling and Underground Space Technology, 2001, 16(1): 31-40.
高 健,张义同,乔金丽. 渗透力对隧道开挖面稳定性影响分析[J]. (岩土工程学报), 2009, 31(10): 1547-1553.(GAO Jian,ZHANG Yi-tong,QIAO Jin-li. Face stability analysis of tunnels with consideration of seepage force[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1547-1553 (in Chinese))
陈祖煜. 关于“渗流作用下土坡圆弧滑动有限元计算”的讨论之一[J]. (岩土工程学报), 2002, 24(3): 394-396.(CHEN Zu-yu. Comments on “Finite element calculation on circular slip of earth slope under seepage action”[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 394-396 (in Chinese))
胡雯婷,吕玺琳,黄茂松. 盾构隧道开挖面极限支护压力三维极限平衡解[J]. (地下空间与工程学报), 2011, 7(5): 853-856.(HU Wen-ting,Lü Xi-lin,HUANG Mao-song. Three-dimensional limit equilibrium solution of the support pressure on the shield tunnel face[J]. Lü Xi-lin, HUANG Mao-song. Three-dimensional limit equilibrium solution of the support pressure on the shield tunnel face[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(5): 853-856. (in Chinese))
胡雯婷. 考虑渗流的盾构隧道开挖面三维稳定分析[D]. 上海: 同济大学, 2012.(HU Weng-ting. Three dimentional stability analysis of shield tunnel excavation face with the consideration of seepage[D]. Shanghai: Tongji University, 2012. (in Chinese))