Evaluation and analysis of the causes of a landslide and treatment measures during the excavation of a tunnel through a soil-rock interface

[1]  Tugen Feng,et al.  Investigation of the cause of shield-driven tunnel instability in soil with a soft upper layer and hard lower layer , 2020 .

[2]  Minghua Zhao,et al.  Undrained Seismic Stability of Dual Unsupported Circular Tunnels Subjected to Surcharge Loading , 2020 .

[3]  P. Bhattacharya,et al.  Stability of Horseshoe Tunnel in Cohesive-Frictional Soil , 2020 .

[4]  O. Rahaman,et al.  Stability analysis of twin horse-shoe shaped tunnels in rock mass , 2020 .

[5]  Pascal Lacroix,et al.  Satellite Pre-Failure Detection and In Situ Monitoring of the Landslide of the Tunnel du Chambon, French Alps , 2019, Geosciences.

[6]  P. Lin,et al.  Study on slope stability due to the influence of excavation of the high-speed rail tunnel , 2019, Geomatics, Natural Hazards and Risk.

[7]  Yufeng Gao,et al.  Upper-Bound Finite-Element Analysis of Characteristics of Critical Settlement Induced by Tunneling in Undrained Clay , 2018, International Journal of Geomechanics.

[8]  S. Keawsawasvong,et al.  Lower bound limit analysis of an anisotropic undrained strength criterion using second‐order cone programming , 2018 .

[9]  Yufeng Gao,et al.  Upper-bound stability analysis of dual unlined horseshoe-shaped tunnels subjected to gravity , 2018 .

[10]  I. Vazaios,et al.  Investigation into the influence of excavation of twin-bored tunnels within weak rock masses adjacent to slopes , 2018, Canadian Geotechnical Journal.

[11]  Qi-hua Zhao,et al.  Interaction analyses between tunnel and landslide in mountain area , 2017, Journal of Mountain Science.

[12]  A. Abbo,et al.  Undrained stability of rectangular tunnels where shear strength increases linearly with depth , 2017 .

[13]  Junsheng Yang,et al.  Upper-bound stability analysis of dual unlined elliptical tunnels in cohesive-frictional soils , 2016 .

[14]  Vipin Kumar,et al.  Finite element analysis of failed slope by shear strength reduction technique: a case study for Surabhi Resort Landslide, Mussoorie township, Garhwal Himalaya , 2016 .

[15]  Aykut Akgün,et al.  Understanding the mechanism of slope failure on a nearby highway tunnel route by different slope stability analysis methods: a case from NE Turkey , 2016, Bulletin of Engineering Geology and the Environment.

[16]  Daniela Boldini,et al.  Tunnelling-induced landslides: The Val di Sambro tunnel case study , 2015 .

[17]  Lionel Causse,et al.  Interaction between tunnel and unstable slope - Influence of time-dependent behavior of a tunnel excavation in a deep-seated gravitational slope deformation , 2015 .

[18]  Zhao Lianhen.  Rock pressure of unsymmetrical shallow rectangular tunnel based on upper bound limit analysis method , 2014 .

[19]  Ning Lu,et al.  Infiltration-induced seasonally reactivated instability of a highway embankment near the Eisenhower Tunnel, Colorado, USA , 2013 .

[20]  Liu Hong-shuai,et al.  Several issues in three-dimensional numerical analysis of slopes reinforced with anti-slide piles , 2012 .

[21]  Chris Martin,et al.  Upper bound limit analysis using discontinuous quadratic displacement fields , 2007 .

[22]  Guo Gang,et al.  Study on the Landslide Mechanism and Treatments at the Portal of Lishiguan Tunnel , 2006 .