Dans le cadre de l'approche cinématique en calcul à la rupture, on propose un nouveau mécanisme tridimensionnel pour l'étude de la stabilité du front de taille d'un tunnel en milieu cohérent et frottant. La famille de mécanismes envisagée est construite à partir de spirales logarithmiques et dépend de deux paramètres géométriques. L'optimisation de cette géométrie conduit à un mécanisme critique très semblable aux observations expérimentales et numériques. L'estimation par l'extérieur de la pression critique de confinement est meilleure que celle donnée par les approches existantes. Elle est très proche du résultat numérique 3D.
Within the framework of the kinematic approach of yield design theory, a new three-dimensional mechanism is proposed for the stability analysis of the tunnel face in cohesive-frictional material. The geometry of the mechanisms considered are based on logarithmic-spirals and depends on two parameters. The optimization leads to a critical mechanism which compares remarkably well with experimental and numerical observations. The kinematic bound of the critical face pressure is better than existing approaches, and is very close to value obtained by 3D numerical computations.
Accepté le :
Publié le :
Keywords: instability, tunnel, tunnel face, yield design theory, kinematical approach, three-dimensional mechanism
Didier Subrin 1 ; Henry Wong 1
@article{CRMECA_2002__330_7_513_0, author = {Didier Subrin and Henry Wong}, title = {Stabilit\'e du front d'un tunnel en milieu frottant : un nouveau m\'ecanisme de rupture {3D}}, journal = {Comptes Rendus. M\'ecanique}, pages = {513--519}, publisher = {Elsevier}, volume = {330}, number = {7}, year = {2002}, doi = {10.1016/S1631-0721(02)01491-2}, language = {fr}, }
TY - JOUR AU - Didier Subrin AU - Henry Wong TI - Stabilité du front d'un tunnel en milieu frottant : un nouveau mécanisme de rupture 3D JO - Comptes Rendus. Mécanique PY - 2002 SP - 513 EP - 519 VL - 330 IS - 7 PB - Elsevier DO - 10.1016/S1631-0721(02)01491-2 LA - fr ID - CRMECA_2002__330_7_513_0 ER -
Didier Subrin; Henry Wong. Stabilité du front d'un tunnel en milieu frottant : un nouveau mécanisme de rupture 3D. Comptes Rendus. Mécanique, Volume 330 (2002) no. 7, pp. 513-519. doi : 10.1016/S1631-0721(02)01491-2. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/S1631-0721(02)01491-2/
[1] Calcul à la rupture et analyse limite, Presses de l'Ecole Nationale des Ponts et Chaussées, Paris, 1983 (p. 366)
[2] The stability of shallow tunnels and underground openings in cohesive material, Géotechnique, Volume 30 (1980), pp. 397-416
[3] Cambridge geotechnical centrifuge operations, Géotechnique, Volume 30 (1980), pp. 227-268
[4] P. Chambon, Étude sur modèles réduits centrifugés – Application aux tunnels à faible profondeur en terrain meuble pulvérulent, Thèse de doctorat, Université de Nantes, 1990
[5] Stabilité du front de taille d'un tunnel dans un milieu frottant – Approche cinématique en calcul à la rupture, Rev. Française Géotechn., Volume 51 (1990), pp. 51-59
[6] Upper and lower bound solutions for the face stability of shallow circular tunnels in frictionnal material, Géotechnique, Volume 40 (1990), pp. 581-606
[7] Etude de la stabilité d'un front de taille d'un tunnel par la méthode cinématique en analyse limite, Symposium Géomatériaux–Environnement–Ouvrages, Aussois, 1995
[8] On the stability of the tunnel excavation front (K.J. Bathe, ed.), Proceedings 1st MIT Conference on Computational Fluid and Solid Mechanics, Elsevier, New York, 2001
- Stability analysis of the tunnel face adjacent to longitudinal stratigraphic interface using the upper bound theorem, Alexandria Engineering Journal, Volume 111 (2025), p. 357 | DOI:10.1016/j.aej.2024.10.046
- Stability of 3D tunnel face under steady unsaturated seepage coupled multi-layer soil suction head distributions, Alexandria Engineering Journal, Volume 117 (2025), p. 609 | DOI:10.1016/j.aej.2024.12.111
- Stability of 3D Tunnel Faces in Inclined Layered Soils Under Steady-State Unsaturated Seepage Based on Grey Relational Analysis, Applied Sciences, Volume 15 (2025) no. 5, p. 2453 | DOI:10.3390/app15052453
- Stability analysis of unsaturated soils at the end of starting point of shield tunnels after well dewatering, KSCE Journal of Civil Engineering, Volume 29 (2025) no. 4, p. 100030 | DOI:10.1016/j.kscej.2024.100030
- Tunnel face stability in strata rich in water with soft upper and hard lower layers, Scientific Reports, Volume 15 (2025) no. 1 | DOI:10.1038/s41598-025-89107-9
- Lower and upper bounds for the drained three-dimensional stability of shallow tunnels using the Extended Matsuoka-Nakai yield criterion, Tunnelling and Underground Space Technology, Volume 155 (2025), p. 106137 | DOI:10.1016/j.tust.2024.106137
- Stability evaluation of the sequential excavation method of large-section double-arch tunnel in fly ash accumulation stratum through physical model, Tunnelling and Underground Space Technology, Volume 158 (2025), p. 106391 | DOI:10.1016/j.tust.2025.106391
- Experimental investigation and limit analysis of shield tunnel face failure mechanism in sand, Underground Space, Volume 22 (2025), p. 137 | DOI:10.1016/j.undsp.2024.11.002
- Model test on the effects of shield machine cutterhead vibration on tunnel face stability in sandy ground, Underground Space, Volume 22 (2025), p. 39 | DOI:10.1016/j.undsp.2024.04.009
- Ultimate Support Pressure Determination for Shield Tunnel Faces in Saturated Strata Based on Seepage Flow Control, Applied Sciences, Volume 14 (2024) no. 15, p. 6781 | DOI:10.3390/app14156781
- Face Stability Analysis for Tunnels under Steady Unsaturated Seepage and Inhomogeneity Conditions, Applied Sciences, Volume 14 (2024) no. 20, p. 9377 | DOI:10.3390/app14209377
- Stability Analysis of Three-Dimensional Tunnel Face Considering Linear and Nonlinear Strength in Unsaturated Soil, Applied Sciences, Volume 14 (2024) no. 5, p. 2080 | DOI:10.3390/app14052080
- 3D Stability Analysis of Soil–Rock Tunnel Faces: Pore Water Pressure and Partial Failure Perspectives, Arabian Journal for Science and Engineering (2024) | DOI:10.1007/s13369-024-09593-3
- Critical Face Pressure of a Tunnel Driven by a Shield Machine Considering Seismic Forces and Tunnel Shape Influence, Buildings, Volume 14 (2024) no. 6, p. 1760 | DOI:10.3390/buildings14061760
- Partial collapse mechanism of a horseshoe-shaped tunnel face in layered soils, Computers and Geotechnics, Volume 167 (2024), p. 106114 | DOI:10.1016/j.compgeo.2024.106114
- Visualization investigation of the large deformation and instability failure of shield tunnel using transparent soil models, Engineering Failure Analysis, Volume 166 (2024), p. 108861 | DOI:10.1016/j.engfailanal.2024.108861
- Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces, International Journal of Geomechanics, Volume 24 (2024) no. 10 | DOI:10.1061/ijgnai.gmeng-9711
- Face Stability Analysis of Shield Tunnel in Cohesive–Frictional Soils Considering Soil Arch Evolution, International Journal of Geomechanics, Volume 24 (2024) no. 12 | DOI:10.1061/ijgnai.gmeng-9391
- Slip-Line Analysis of Passive Limit Support Pressure for Shallow-Buried Shield Tunnel Face, International Journal of Geomechanics, Volume 24 (2024) no. 12 | DOI:10.1061/ijgnai.gmeng-9504
- Three-dimensional pseudo-dynamic reliability analysis of seismic shield tunnel faces combined with sparse polynomial chaos expansion, Journal of Central South University, Volume 31 (2024) no. 6, p. 2087 | DOI:10.1007/s11771-024-5698-0
- Probabilistic analysis of tunnel face seismic stability in layered rock masses using Polynomial Chaos Kriging metamodel, Journal of Rock Mechanics and Geotechnical Engineering, Volume 16 (2024) no. 7, p. 2678 | DOI:10.1016/j.jrmge.2023.09.020
- Estimating the Maximum Support Pressure When Shallow Tunnelling in Soft Soils in Hanoi and Ho Chi Minh City, Proceedings of the 5th International Conference on Geotechnics for Sustainable Infrastructure Development, Volume 395 (2024), p. 597 | DOI:10.1007/978-981-99-9722-0_39
- Pseudo-static analysis of 3D unsaturated bench slopes stabilized by multiple rows of piles, Transportation Geotechnics, Volume 46 (2024), p. 101255 | DOI:10.1016/j.trgeo.2024.101255
- Analysis of the Blow-out Occurrence When Tunnelling an Urban Shallow Tunnel: a Case Study of Ho Chi Minh Metro Line 1 Project, Transportation Infrastructure Geotechnology, Volume 11 (2024) no. 4, p. 1429 | DOI:10.1007/s40515-023-00363-6
- On the dynamic stability of tunnel roof in nonuniform rock/soils characterized by nonlinear Mohr envelope, Tunnelling and Underground Space Technology, Volume 145 (2024), p. 105490 | DOI:10.1016/j.tust.2023.105490
- A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect, Tunnelling and Underground Space Technology, Volume 152 (2024), p. 105952 | DOI:10.1016/j.tust.2024.105952
- Limit Equilibrium Models for Tunnel Face Stability in Composite Soft-Hard Strata, Applied Sciences, Volume 13 (2023) no. 19, p. 10748 | DOI:10.3390/app131910748
- A Multi-Layer Blowout Model for the Tunneling Face Stability Analysis, Buildings, Volume 13 (2023) no. 6, p. 1362 | DOI:10.3390/buildings13061362
- A 3D rotational silo-torus model for face stability analysis of circular tunnels, Case Studies in Construction Materials, Volume 18 (2023), p. e01736 | DOI:10.1016/j.cscm.2022.e01736
- Seismic stability analysis of 3D tunnel faces in unsaturated soils, Computers and Geotechnics, Volume 161 (2023), p. 105536 | DOI:10.1016/j.compgeo.2023.105536
- Unlined Length Effect on the Tunnel Face Stability and Collapse Mechanisms in c-ϕ Soils: A Numerical Study with Advanced Mesh Adaptive Strategies, Computers and Geotechnics, Volume 161 (2023), p. 105576 | DOI:10.1016/j.compgeo.2023.105576
- Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis, Computers and Geotechnics, Volume 163 (2023), p. 105764 | DOI:10.1016/j.compgeo.2023.105764
- Active Stability Analysis of 3D Tunnel Face in Nonhomogeneous and Anisotropic Soils, Geotechnical and Geological Engineering, Volume 41 (2023) no. 5, p. 3013 | DOI:10.1007/s10706-023-02442-4
- Stability Analysis of 3D Tunnel Face of Shallow Rectangular Shield Tunnel, KSCE Journal of Civil Engineering, Volume 27 (2023) no. 3, p. 1368 | DOI:10.1007/s12205-023-1511-0
- Three-dimensional stability analysis of tunnel face based on unified strength theory, Scientific Reports, Volume 13 (2023) no. 1 | DOI:10.1038/s41598-023-39554-z
- Tunnel Face Stability Considering the Influence of Excess Slurry Pressure, Sustainability, Volume 15 (2023) no. 10, p. 8230 | DOI:10.3390/su15108230
- Seismic Stability Analysis of Tunnel Faces in Heterogeneous and Anisotropic Soils Using Modified Pseudodynamic Method, Sustainability, Volume 15 (2023) no. 14, p. 11083 | DOI:10.3390/su151411083
- A compact blowout model for shallow tunnelling in soft soils, Tunnelling and Underground Space Technology, Volume 138 (2023), p. 105167 | DOI:10.1016/j.tust.2023.105167
- Probabilistic analysis of tunnel face stability in spatially variable soil, Tunnelling and Underground Space Technology, Volume 141 (2023), p. 105327 | DOI:10.1016/j.tust.2023.105327
- Face stability analysis of a shield tunnel excavated along inclined strata, Underground Space, Volume 13 (2023), p. 183 | DOI:10.1016/j.undsp.2023.03.007
- A Mesoscopic Viewpoint on Slurry Penetration and Pressure Transfer Mechanisms for Slurry Shield Tunneling, Buildings, Volume 12 (2022) no. 10, p. 1744 | DOI:10.3390/buildings12101744
- A practical method for considering soil strain softening effect in the tunnel face stability analysis by numerical modeling, Bulletin of Engineering Geology and the Environment, Volume 81 (2022) no. 11 | DOI:10.1007/s10064-022-02985-5
- Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels, Computers and Geotechnics, Volume 146 (2022), p. 104741 | DOI:10.1016/j.compgeo.2022.104741
- The Convergence-Confinement Method for a Tunnel Driven in an Elasto-Plastic Medium, Convergence-Confinement Method for Tunnel Design (2022), p. 79 | DOI:10.1007/978-3-030-93193-3_4
- Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching, Journal of Rock Mechanics and Geotechnical Engineering, Volume 14 (2022) no. 2, p. 505 | DOI:10.1016/j.jrmge.2021.10.006
- Face stability analysis of circular tunnels in layered rock masses using the upper bound theorem, Journal of Rock Mechanics and Geotechnical Engineering, Volume 14 (2022) no. 6, p. 1836 | DOI:10.1016/j.jrmge.2021.12.023
- Stability Analysis of Shield Excavation Surface with Curved Body Model, KSCE Journal of Civil Engineering, Volume 26 (2022) no. 12, p. 5342 | DOI:10.1007/s12205-022-0068-7
- Seismic Stability of 3D Tunnel Face considering Tensile Strength Cut-Off, KSCE Journal of Civil Engineering, Volume 26 (2022) no. 8, p. 3620 | DOI:10.1007/s12205-022-1967-3
- 3D stability analysis of tunnel face with influence of unsaturated transient flow, Tunnelling and Underground Space Technology, Volume 123 (2022), p. 104414 | DOI:10.1016/j.tust.2022.104414
- A New Equation for Estimating the Required Face Support Pressure in EPB Machine, Geotechnical and Geological Engineering, Volume 39 (2021) no. 2, p. 1649 | DOI:10.1007/s10706-020-01583-0
- The Stability of Upper Bound Analysis of Soft Rock Tunnel Faces Under Different Underground Water Levels, Geotechnical and Geological Engineering, Volume 39 (2021) no. 6, p. 4393 | DOI:10.1007/s10706-021-01770-7
- Stability Analysis of Pressurized 3D Tunnel Face with Tensile Strength Cutoff, International Journal of Geomechanics, Volume 21 (2021) no. 11 | DOI:10.1061/(asce)gm.1943-5622.0002190
- Three-Dimensional Face Stability of Tunnels in Unsaturated Soils with Nonlinear Soil Strength, International Journal of Geomechanics, Volume 21 (2021) no. 4 | DOI:10.1061/(asce)gm.1943-5622.0001916
- Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer, International Journal of Geomechanics, Volume 21 (2021) no. 4 | DOI:10.1061/(asce)gm.1943-5622.0001962
- Numerical Investigation of Undrained Trapdoors in Three Dimensions, International Journal of Geosynthetics and Ground Engineering, Volume 7 (2021) no. 2 | DOI:10.1007/s40891-021-00283-w
- Reliability Analysis of Seismic Stability of Shield Tunnel Face under Multiple Correlated Failure Modes, KSCE Journal of Civil Engineering, Volume 25 (2021) no. 8, p. 3172 | DOI:10.1007/s12205-021-2174-3
- Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion, Tunnelling and Underground Space Technology, Volume 109 (2021), p. 103785 | DOI:10.1016/j.tust.2020.103785
- Effect of the seepage flow on the face stability of a shield tunnel, Tunnelling and Underground Space Technology, Volume 112 (2021), p. 103900 | DOI:10.1016/j.tust.2021.103900
- Failure potential of a circular tunnel face under steady-state unsaturated flow condition, Computers and Geotechnics, Volume 117 (2020), p. 103231 | DOI:10.1016/j.compgeo.2019.103231
- Upper-bound limit analysis of passive failure of a 3D shallow tunnel face under the bidirectional inclined ground surfaces, Computers and Geotechnics, Volume 118 (2020), p. 103310 | DOI:10.1016/j.compgeo.2019.103310
- Probabilistic analysis of three‐dimensional tunnel face stability in soft rock masses using Hoek–Brown failure criterion, International Journal for Numerical and Analytical Methods in Geomechanics, Volume 44 (2020) no. 11, p. 1601 | DOI:10.1002/nag.3085
- Active Stability Analysis of 3D Shallow Tunnel Face with Longitudinally Inclined Ground Surface Based on Nonlinear Mohr–Coulomb Failure Criterion, International Journal of Geomechanics, Volume 20 (2020) no. 11 | DOI:10.1061/(asce)gm.1943-5622.0001844
- Stability Analysis of the Pressurized 3D Tunnel Face in Anisotropic and Nonhomogeneous Soils, International Journal of Geomechanics, Volume 20 (2020) no. 4 | DOI:10.1061/(asce)gm.1943-5622.0001635
- Face Stability Analysis for a Shield Tunnel in Anisotropic Sands, International Journal of Geomechanics, Volume 20 (2020) no. 5 | DOI:10.1061/(asce)gm.1943-5622.0001666
- Face Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils, International Journal of Geomechanics, Volume 20 (2020) no. 8 | DOI:10.1061/(asce)gm.1943-5622.0001738
- Failure Mechanism of Face for Slurry Shield-Driven Tunnel in Sand, KSCE Journal of Civil Engineering, Volume 24 (2020) no. 10, p. 3105 | DOI:10.1007/s12205-020-1448-5
- Seismic Stability of 3D Tunnel Face considering Tensile Strength Cut-Off, KSCE Journal of Civil Engineering, Volume 24 (2020) no. 7, p. 2232 | DOI:10.1007/s12205-020-1804-5
- Calculation Method of Underground Cavern Loosening Pressure Based on Limit Analysis Using Upper-Bound Theory and Its Engineering Application, Mathematical Problems in Engineering, Volume 2020 (2020), p. 1 | DOI:10.1155/2020/5096931
- Face Stability of Tunnels in Soft Rocks, Soft Rock Mechanics and Engineering (2020), p. 623 | DOI:10.1007/978-3-030-29477-9_22
- Face stability of shallow tunnelling in sandy soil considering unsupported length, Tunnelling and Underground Space Technology, Volume 102 (2020), p. 103445 | DOI:10.1016/j.tust.2020.103445
- Excavation and kinematic analysis of a shallow large-span tunnel in an up-soft/low-hard rock stratum, Tunnelling and Underground Space Technology, Volume 97 (2020), p. 103245 | DOI:10.1016/j.tust.2019.103245
- Face stability analysis of a shallow horseshoe-shaped shield tunnel in clay with a linearly increasing shear strength with depth, Tunnelling and Underground Space Technology, Volume 97 (2020), p. 103291 | DOI:10.1016/j.tust.2020.103291
- Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models, Computers and Geotechnics, Volume 106 (2019), p. 1 | DOI:10.1016/j.compgeo.2018.10.014
- Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off, Computers and Geotechnics, Volume 110 (2019), p. 82 | DOI:10.1016/j.compgeo.2019.02.014
- Active earth pressure coefficients based on a 3D rotational mechanism, Computers and Geotechnics, Volume 112 (2019), p. 342 | DOI:10.1016/j.compgeo.2019.05.005
- Face stability analysis of a shallow square tunnel in non-homogeneous soils, Computers and Geotechnics, Volume 114 (2019), p. 103112 | DOI:10.1016/j.compgeo.2019.103112
- Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth, Computers and Geotechnics, Volume 114 (2019), p. 103136 | DOI:10.1016/j.compgeo.2019.103136
- Reliability analysis for seismic stability of tunnel faces in soft rock masses based on a 3D stochastic collapse model, Journal of Central South University, Volume 26 (2019) no. 7, p. 1706 | DOI:10.1007/s11771-019-4127-2
- Numerical Study on the Collapse Behaviors of Shallow Tunnel Faces under Open-Face Excavation Condition Using Mesh-Free Method, Journal of Engineering Mechanics, Volume 145 (2019) no. 11 | DOI:10.1061/(asce)em.1943-7889.0001661
- An upper-bound analytical model of blow-out for a shallow tunnel in sand considering the partial failure within the face, Tunnelling and Underground Space Technology, Volume 91 (2019), p. 102989 | DOI:10.1016/j.tust.2019.05.019
- Face stability analysis of tunnels under steady unsaturated seepage conditions, Tunnelling and Underground Space Technology, Volume 93 (2019), p. 103095 | DOI:10.1016/j.tust.2019.103095
- Visualization analysis of tunnel face stability during shield tunnelling in soft grounds, Environmental Earth Sciences, Volume 77 (2018) no. 4 | DOI:10.1007/s12665-018-7322-9
- Three-Dimensional Static and Seismic Stability Analysis of a Tunnel Face Driven in Weak Rock Masses, International Journal of Geomechanics, Volume 18 (2018) no. 6 | DOI:10.1061/(asce)gm.1943-5622.0001174
- Face-Stability Analysis of Tunnels Excavated below Groundwater Considering Coupled Flow Deformation, International Journal of Geomechanics, Volume 18 (2018) no. 8 | DOI:10.1061/(asce)gm.1943-5622.0001199
- Stability analysis of the tunnel face in the cohesive-frictional soils considering the arch effect and rotational mechanism, Journal of the Chinese Institute of Engineers, Volume 41 (2018) no. 8, p. 697 | DOI:10.1080/02533839.2018.1534615
- Safe Range of Retaining Pressure for Three-dimensional Face of Pressurized Tunnels based on Limit Analysis and Reliability Method, KSCE Journal of Civil Engineering, Volume 22 (2018) no. 11, p. 4645 | DOI:10.1007/s12205-017-0619-5
- Détermination de la fenêtre de pilotage de la pression de confinement d’un tunnelier fermé dans un sol cohérent-frottant ou purement cohérent, Revue Française de Géotechnique (2018) no. 155, p. 3 | DOI:10.1051/geotech/2018005
- Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces, Tunnelling and Underground Space Technology, Volume 71 (2018), p. 555 | DOI:10.1016/j.tust.2017.11.003
- Face stability analysis of large-diameter slurry shield-driven tunnels with linearly increasing undrained strength, Tunnelling and Underground Space Technology, Volume 78 (2018), p. 178 | DOI:10.1016/j.tust.2018.04.018
- Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face, Computers and Geotechnics, Volume 87 (2017), p. 32 | DOI:10.1016/j.compgeo.2017.01.015
- Upper Bound Stability Analysis of Shield Tunnel Face in Nonhomogeneous and Anisotropic Soils, Indian Geotechnical Journal, Volume 47 (2017) no. 3, p. 338 | DOI:10.1007/s40098-017-0224-z
- Axisymmetric Failure Mechanism of a Deep Cavity in Layered Soils Subjected to Pore Pressure, International Journal of Geomechanics, Volume 17 (2017) no. 8 | DOI:10.1061/(asce)gm.1943-5622.0000911
- Three-Dimensional Stability of a Slope Subjected to Seepage Forces, International Journal of Geomechanics, Volume 17 (2017) no. 8 | DOI:10.1061/(asce)gm.1943-5622.0000913
- Upper-bound analysis on the face stability of a non-circular tunnel, Tunnelling and Underground Space Technology, Volume 62 (2017), p. 96 | DOI:10.1016/j.tust.2016.11.010
- Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils, Computers and Geotechnics, Volume 79 (2016), p. 1 | DOI:10.1016/j.compgeo.2016.05.018
- Collapse mechanism of deep tunnels with three-centered arch cross section, Journal of Central South University, Volume 23 (2016) no. 12, p. 3293 | DOI:10.1007/s11771-016-3395-3
- Safe retaining pressures for pressurized tunnel face using nonlinear failure criterion and reliability theory, Journal of Central South University, Volume 23 (2016) no. 3, p. 708 | DOI:10.1007/s11771-016-3116-y
- Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil, KSCE Journal of Civil Engineering, Volume 20 (2016) no. 6, p. 2270 | DOI:10.1007/s12205-015-0067-z
- Face Stability Analysis of Shield Tunnels in Homogeneous Soil Overlaid by Multilayered Cohesive-Frictional Soils, Mathematical Problems in Engineering, Volume 2016 (2016), p. 1 | DOI:10.1155/2016/1378274
- Functional catastrophe analysis of collapse mechanism for shallow tunnels with considering settlement, Mathematical Problems in Engineering, Volume 2016 (2016), p. 11 (Id/No 4820716) | DOI:10.1155/2016/4820716 | Zbl:1400.74079
- Collapse mechanism for deep tunnel subjected to seepage force in layered soils, Geomechanics and Engineering, Volume 8 (2015) no. 5, p. 741 | DOI:10.12989/gae.2015.8.5.741
- Energy analysis of face stability of deep rock tunnels using nonlinear Hoek-Brown failure criterion, Journal of Central South University, Volume 22 (2015) no. 8, p. 3079 | DOI:10.1007/s11771-015-2844-8
- Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium, Tunnelling and Underground Space Technology, Volume 49 (2015), p. 18 | DOI:10.1016/j.tust.2015.04.001
- Face stability analysis of shallow circular tunnels in cohesive–frictional soils, Tunnelling and Underground Space Technology, Volume 50 (2015), p. 345 | DOI:10.1016/j.tust.2015.08.007
- Kinematical analysis of highway tunnel collapse using nonlinear failure criterion, Journal of Central South University, Volume 21 (2014) no. 1, p. 381 | DOI:10.1007/s11771-014-1951-2
- Tunnel face stability and ground settlement in pressurized shield tunnelling, Journal of Central South University, Volume 21 (2014) no. 4, p. 1600 | DOI:10.1007/s11771-014-2101-6
- Upper bound limit analysis of support pressures of shallow tunnels in layered jointed rock strata, Tunnelling and Underground Space Technology, Volume 43 (2014), p. 171 | DOI:10.1016/j.tust.2014.05.010
- Three-Dimensional Face Stability Analysis of EPBS Tunnels, Advanced Materials Research, Volume 378-379 (2011), p. 449 | DOI:10.4028/www.scientific.net/amr.378-379.449
- Hydromechanical Responses of a Decommissioned Backfilled Tunnel Drilled into a Poro-Viscoelastic Medium, Soils and Foundations, Volume 49 (2009) no. 4, p. 495 | DOI:10.3208/sandf.49.495
- Stability analysis of large slurry shield-driven tunnel in soft clay, Tunnelling and Underground Space Technology, Volume 24 (2009) no. 4, p. 472 | DOI:10.1016/j.tust.2008.10.007
- Seismic Bearing Capacity of a Circular Footing on a Heterogeneous Cohesive Soil, Soils and Foundations, Volume 47 (2007) no. 4, p. 783 | DOI:10.3208/sandf.47.783
- Stabilité frontale d'un tunnel, Revue Européenne de Génie Civil, Volume 10 (2006) no. 4, p. 429 | DOI:10.1080/17747120.2006.9692837
- Raticosa Tunnel, Italy: Characterization of Tectonized Clay-Shale and Analysis of Monitoring Data and Face Stability, Soils and Foundations, Volume 44 (2004) no. 1, p. 57 | DOI:10.3208/sandf.44.57
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