Quantitative evaluation of the constraint effect and stability of tunnel lining support
暂无分享,去创建一个
Sun Chuang | Chen Dongxu | Wang Laigui | Wu Lin | Wang Laigui | Chen Dongxu | Sun Chuang | Wu Lin
[1] Pierpaolo Oreste. Analysis of structural interaction in tunnels using the covergence–confinement approach , 2003 .
[2] Xinyu Li,et al. Study on a Surrounding Rock Pressure Calculation Method for Super-Large Section Highway Tunnels , 2019, Symmetry.
[3] Bingquan Chen,et al. Critical state analysis of instability of shield tunnel segment lining , 2020 .
[4] D. Dias,et al. Reliability analysis of tunnel lining considering soil spatial variability , 2019, Engineering Structures.
[5] Stefano Utili,et al. Designing Tunnel Support in Jointed Rock Masses Via the DEM , 2015, Rock Mechanics and Rock Engineering.
[6] Shucai Li,et al. Discontinuous deformation analysis of super section tunnel surrounding rock stability based on joint distribution simulation , 2017 .
[7] Daniel Dias,et al. 3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces , 2016 .
[8] Lan Cui,et al. A numerical procedure for the fictitious support pressure in the application of the convergence–confinement method for circular tunnel design , 2015 .
[9] Gang Wang,et al. An improved numerical simulation approach for arch-bolt supported tunnels with large deformation , 2018, Tunnelling and Underground Space Technology.
[10] Jiancong Xu,et al. Displacement ratio dichotomy back analysis of surrounding rock-initial support system of weathered rock tunnel , 2019, Arabian Journal of Geosciences.
[11] D. Dias,et al. Hyperstatic Reaction Method for the Design of U-Shaped Tunnel Supports , 2018, International Journal of Geomechanics.
[12] Pengfei Li,et al. Undrained analysis of ground reaction curves for deep tunnels in saturated ground considering the effect of ground reinforcement , 2018 .
[13] J. Sulem,et al. Applicability of the Convergence-Confinement Method to Full-Face Excavation of Circular Tunnels with Stiff Support System , 2019, Rock Mechanics and Rock Engineering.
[14] L. Cui,et al. Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner , 2020, European Journal of Environmental and Civil Engineering.
[15] Pierpaolo Oreste,et al. The Convergence-Confinement Method: Roles and Limits in Modern Geomechanical Tunnel Design , 2009 .
[16] Tetsuro Esaki,et al. An analytical model considering interaction behavior of grouted rock bolts for convergence-confinement method in tunneling design , 2015 .
[17] X. Yang,et al. Face stability analysis of rock tunnels under water table using Hoek-Brown failure criterion , 2019 .
[18] P. K. Kaiser,et al. Determination of residual strength parameters of jointed rock masses using the GSI system , 2007 .
[19] M. Karakus,et al. Proposed solution for the ground reaction of non-circular tunnels in an elastic-perfectly plastic rock mass , 2020 .
[20] Leandro R. Alejano,et al. Plastic radii and longitudinal deformation profiles of tunnels excavated in strain-softening rock masses , 2012 .
[21] C. Carranza-Torres,et al. The support characteristic curve for blocked steel sets in the convergence-confinement method of tunnel support design , 2017 .
[22] Hakan Basarir,et al. The analysis of radial displacements occurring near the face of a circular opening in weak rock mass , 2010 .
[23] M. Diederichs,et al. Improvement to the Convergence-Confinement Method: Inclusion of Support Installation Proximity and Stiffness , 2018, Rock Mechanics and Rock Engineering.
[24] Evert Hoek,et al. HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .
[25] Mark S. Diederichs,et al. Analysis of time-dependent deformation in tunnels using the Convergence-Confinement Method , 2018 .