International Journals

1. Chehade, H. A., Dias, D., Sadek, M., Jenck, O., & Chehade, F. H. (2020). Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls. Geotextiles and Geomembranes.

2. Do, N. A., Dias, D., Zhang, Z., Huang, X., Nguyen, T. T., Pham, V. V., & Nait-Rabah, O. (2020). Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method. Transportation Geotechnics, 22, 100321.

3. Du, D., Dias, D., & Do, N. (2020). Lining performance optimization of sub-rectangular tunnels using the Hyperstatic Reaction Method. Computers and Geotechnics, 117, 103279.

4. Guo, X., & Dias, D. (2020). Kriging based reliability and sensitivity analysis--Application to the stability of an earth dam. Computers and Geotechnics, 120, 103411.

5. Li, T. Z., Dias, D., & Li, Z. W. (2020). Failure potential of a circular tunnel face under steady-state unsaturated flow condition. Computers and Geotechnics, 117, 103231.

6. Liu, L.-L., Cheng, Y.-M., Pan, Q.-J., & Dias, D. (2020). Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model. Computers and Geotechnics, 118, 103321.

7. Nematollahi, M., & Dias, D. (2020). Interaction between an underground parking and twin tunnels--Case of the Shiraz subway line. Tunnelling and Underground Space Technology, 95, 103150.

8. Pan, Q., & Dias, D. (2020). Face Stability of Tunnels in Soft Rocks. In Soft Rock Mechanics and Engineering (pp. 623–661). Springer, Cham.

9. Pan, Q., Qu, X., Liu, L., & Dias, D. (2020). A sequential sparse polynomial chaos expansion using Bayesian regression for geotechnical reliability estimations. International Journal for Numerical and Analytical Methods in Geomechanics.

10. Pang, H., Nie, X., Sun, Z., Hou, C., Dias, D., & Wei, B. (2020). Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure. International Journal of Geomechanics, 20(4), 6020002.

11. Sun, Q., Dias, D., & e Sousa, L. R. (2020). Soft soil layer-tunnel interaction under seismic loading. Tunnelling and Underground Space Technology, 98, 103329.

12. Sun, Q., Guo, X., & Dias, D. (2020). Evaluation of the seismic site response in randomized velocity profiles using a statistical model with Monte Carlo simulations. Computers and Geotechnics, 120, 103442.

13. Zaheri, M., Ranjbarnia, M., Dias, D., & Oreste, P. (2020). Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting. Transportation Geotechnics, 100333.

1. Anh Tran, Q., Villard, P., & Dias, D. (2019). Discrete and continuum numerical modeling of soil arching between piles. International Journal of Geomechanics, 19(2), 4018195.

2. Chehade, H. A., Dias, D., Sadek, M., Jenck, O., & Chehade, F. H. (2019). Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils. Geotextiles and Geomembranes, 47(3), 315–326.

3. Chehade, H. A., Dias, D., Sadek, M., Chehade, F. H., & Jenck, O. (2019). Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis. MATEC Web of Conferences, 281.

4. Chehade, H. A., Sadek, M., Dias, D., Chehade, F. H., & Orianne, J. (2019). Optimization of sensors locations in internal stability analysis of Geosynthetic-reinforced earth retaining walls. MATEC Web of Conferences, 295, 3001.

5. De Granrut, M., Simon, A., & Dias, D. (2019). Artificial neural networks for the interpretation of piezometric levels at the rock-concrete interface of arch dams. Engineering Structures, 178, 616–634.

6. Do, N. A., Dias, D., Tran, T. T., Dao, V. D., Nguyen, P. N., & others. (2019). Behavior of noncircular tunnels excavated in stratified rock masses--Case of underground coal mines. Journal of Rock Mechanics and Geotechnical Engineering, 11(1), 99–110.

7. Golpasand, M.-R. B., Do, N. A., & Dias, D. (2019). Impact of pre-existent Qanats on ground settlements due to mechanized tunneling. Transportation Geotechnics, 21, 100262.

8. Guo, X., Dias, D., Carvajal, C., Peyras, L., & Breul, P. (2019). A comparative study of different reliability methods for high dimensional stochastic problems related to earth dam stability analyses. Engineering Structures, 188, 591–602.

9. Guo, X., Dias, D., & Pan, Q. (2019). Probabilistic stability analysis of an embankment dam considering soil spatial variability. Computers and Geotechnics, 113, 103093.

10. Guo, X., Du, D., & Dias, D. (2019). Reliability analysis of tunnel lining considering soil spatial variability. Engineering Structures, 196, 109332.

11. Hamrouni, A., Daniel, D., & SBARTAI, B. (2019). Soil spatial variability impact on the behavior of a reinforced earth wall. Frontiers of Structural and Civil Engineering, 15.

12. Hamrouni, A., Dias, D., & Sbartai, B. (2019). Probability analysis of shallow circular tunnels in homogeneous soil using the surface response methodology optimized by a genetic algorithm. Tunnelling and Underground Space Technology, 86, 22–33.

13. Hou, C., Zhang, T., Sun, Z., Dias, D., & Li, J. (2019). Discretization technique for stability analysis of complex slopes. Geomechanics and Engineering, 17(3), 227–236.

14. Hou, C., Zhang, T., Sun, Z., Dias, D., & Shang, M. (2019). Seismic Analysis of Nonhomogeneous Slopes with Cracks Using a Discretization Kinematic Approach. International Journal of Geomechanics, 19(9), 4019104.

15. Imanzadeh, S., Breysse, D., Baroth, J., Dias, D., Piegay, N., & Elachachi, S. M. (2019). Probabilistic comparative analysis between design rules of a shallow foundation safety. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 1–14.

16. Jiménez, G. A. L., Dias, D., & Jenck, O. (2019). Effect of the soil--pile--structure interaction in seismic analysis: case of liquefiable soils. Acta Geotechnica, 14(5), 1509–1525.

17. Jiménez, G. A. L., Dias, D., & Jenck, O. (2019). Effect of layered liquefiable deposits on the seismic response of soil-foundations-structure systems. Soil Dynamics and Earthquake Engineering, 124, 1–15.

18. Li, T., & Dias, D. (2019). Tunnel face reliability analysis using active learning Kriging model—Case of a two-layer soils. Journal of Central South University, 26(7), 1735–1746.

19. Messioud, S., Dias, D., & Sbartai, B. (2019). Influence of the pile toe condition on the dynamic response of a group of pile foundations. International Journal of Advanced Structural Engineering, 11(1), 55–66.

20. Messioud, S., Sbartai, B., & Dias, D. (2019). Harmonic seismic waves response of 3D rigid surface foundation on layer soil. Earthquakes and Structures, 16(1), 109–118.

21. Nematollahi, M., & Dias, D. (2019). Three-dimensional numerical simulation of pile-twin tunnels interaction--Case of the Shiraz subway line. Tunnelling and Underground Space Technology, 86, 75–88.

22. Pereira, M. S., Hollanda Cavalcanti Tsuha, C. de, Vilar, O. M., Schiavon, J. A., Tibana, S., Saboya Jr, F., & Dias, D. (2019). Performance Evaluation of a Collapsible Soil Reinforced with Compacted Lateritic Soil Columns. Journal of Geotechnical and Geoenvironmental Engineering, 145(9), 4019055.

23. Pham, H. V, Dias, D., & Dudchenko, A. (2019). 3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading. Geosynthetics International, 1–13.

24. Pham, H. V, Briançon, L., Dias, D., & Racinais, J. (2019). Investigation of behavior of footings over rigid inclusion-reinforced soft soil: experimental and numerical approaches. Canadian Geotechnical Journal, 56(12), 1940–1952.

25. Pham, H. V, & Dias, D. (2019). 3D Numerical Modeling of a Piled Embankment under Cyclic Loading. International Journal of Geomechanics, 19(4), 4019010.

Qian, Z., Zou, J., Pan, Q., & Dias, D. (2019). Safety factor calculations of a tunnel face

1. reinforced with umbrella pipes: A comparison analysis. Engineering Structures, 199, 109639.

2. Sun, Q. Q., & Dias, D. (2019). Assessment of stress relief during excavation on the seismic tunnel response by the pseudo-static method. Soil Dynamics and Earthquake Engineering, 117, 384–397.

3. Sun, Q., Bo, J., & Dias, D. (2019). Viscous damping effects on the seismic elastic response of tunnels in three sites. Geomechanics and Engineering, 18(6), 639–650.

4. Sun, Q., & Dias, D. (2019). Seismic behavior of circular tunnels: Influence of the initial stress state. Soil Dynamics and Earthquake Engineering, 126, 105808.

5. Sun, Q., Dias, D., & e Sousa, L. R. (2019). Impact of an underlying soft soil layer on tunnel lining in seismic conditions. Tunnelling and Underground Space Technology, 90, 293–308.

6. Sun, Q., Dias, D., Guo, X., & Li, P. (2019). Numerical study on the effect of a subway station on the surface ground motion. Computers and Geotechnics, 111, 243–254.

7. Sun, Z., Shu, X., & Dias, D. (2019). Stability analysis for nonhomogeneous slopes subjected to water drawdown. Journal of Central South University, 26(7), 1719–1734.

8. Tinoco, J., de Granrut, M., Dias, D., Miranda, T., & Simon, A.-G. (2019). Piezometric level prediction based on data mining techniques. Neural Computing and Applications, 1–16.

9. Zhang, Z., Yin, T., Huang, X., & Dias, D. (2019). Slurry filtration process and filter cake formation during shield tunnelling: Insight from coupled CFD-DEM simulations of slurry filtration column test. Tunnelling and Underground Space Technology, 87, 64–77.

(97) HAMROUNI A., DIAS D., SBARTAI B. Reliability analysis of a mechanically stabilized earth wall using the surface response methodology optimized by a genetic algorithm. Geomechanics and engineering, Accepted.

(96) AGUDELO PEREZ Z., TSUHA C.D.H.C., DIAS D., SCHIAVON J.A., THOREL L. Numerical and experimental study on the influence of installation effects on the behaviour of helical anchors in very dense sand. Canadian geotechnical Journal, Accepted.

(95) PAN Q., DIAS D. Three dimensional face stability of a tunnel in weak rock masses subjected to seepage forces. Tunnelling and Underground Space Technology , Accepted.

(94) HAMROUNI A., DIAS D., SBARTAI B. Reliability analysis of shallow tunnels using the response surface methodology .

Underground space, Accepted.

(93) HAMROUNI A., DIAS D., SBARTAI B. Probabilistic analysis of a piled earth platform under a concrete floor slab.

Soils and Foundations, Accepted.

(92) DU D., DIAS D., DO N.A., ORESTE P. Hyperstatic reaction method for the design of U-shaped tunnel supports. International journal of Geomechanics, Accepted.

(91) PAN Q., DIAS D. Probabilistic analysis of a rock tunnel face using polynomial chaos expansion method. International journal of Geomechanics, Accepted.

(90) PAN Q., DIAS D. Sliced inverse regression-based sparse polynomial chaos expansion for reliability analysis in high dimensions. Reliability Engineering and System Safety, Accepted.

(89) PAN Q., DIAS D. An efficient reliability method combining adaptive Support Vector Machine and Monte Carlo Simulation. Structural Safety, Accepted.

(88) GIROUT R., BLANC M., DIAS D., THOREL L. Geosynthetic reinforcement of piled-system embankments: Centrifuge testing, Geosynthetics International, accepted

(87) PAN Q., DIAS D. Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis. Acta Geotechnica, Accepted.

(86) PAN Q., DIAS D. Safety factor assessment of a tunnel face reinforced by horizontal dowels. Engineering Structures, Accepted.

(85) PAN Q., JIANG Y.J., DIAS D. Probabilistic stability analysis of a three dimensional rock slope characterized by the Hoek-Brown failure criterion. Journal of Computing in Civil Engineering, Accepted.

(84) DO N.A., DIAS D. A Comparison of 2D and 3D numerical simulations of tunnelling in soft soils, Environmental Earth Sciences, Accepted.

(83) TANO F., TOUZE-FOLTZ N., STOLTZ G., DIAS D., OLIVIER F. A numerical modelling technique for geosynthetics validated on a cavity model test, Geotextiles and Geomembranes, Accepted.

(82) PAN Q., DIAS D. Upper-bound analysis on the face stability of a non-circular tunnel. Tunnelling and Underground Space Technology, Accepted.

(81) PAN Q., XU J., DIAS D. Three-Dimensional stability of a slope subjected to seepage forces. International journal of Geomechanics, Accepted.

(80) DIAS D., GRIPPON J. Numerical modelling of a Pile-Supported Embankment using variable inertia piles, Structural Engineering & Mechanics, Accepted.

(79) TANO F., DIAS D., STOLTZ G., TOUZE-FOLTZ N., OLIVIER F. Contribution of numerical modelling to the comprehension of interface failure mechanisms and deformations of geosynthetic systems, Geosynthetics International, Accepted.

(78) SLIMANI R., OXARANGO L., SBARTAI B. , TINET A-J., OLIVIER F., DIAS D. Leachate flow around a well in MSW landfill: Analysis of field tests using Richards model. Waste management, Accepted.

(77) PAN Q., DIAS D., SUN Z. A new approach to incorporate the Hoek-Brown failure criterion into the kinematic approach – Case of a rock slope. International Journal of Structural Stability and dynamics, Accepted.

(76) TANO F., DIAS D., FOWMES G. J., OLIVIER F., STOLTZ G., TOUZE-FOLTZ N. Numerical modelling of the nonlinear mechanical behavior of multilayer geosynthetic system for piggyback landfill expansions, Geotextiles and Geomembranes, Accepted.

(75) MESSIOUD S., SBARTAI B., DIAS D. Seismic response of a rigid foundation embedded in a viscoelastic soil by taking into account the soil-foundation, Structural Engineering & Mechanics, in press.

(74) MESSIOUD S., SBARTAI B., DIAS D. Estimation of the dynamic Impedance of Soil-Pile-Slab and Soil-Pile-Mattress-Slab Systems. International Journal of Structural Stability and dynamics, Accepted.

(73) MESSIOUD S., OKYAY U.S., SBARTAI B., DIAS D. Dynamic response of pile reinforced soils and piled foundations. Geotechnical and Geological Engineering, Accepted.

(72) PAN Q., DIAS D. The effect of pore-water pressure on tunnel face stability. International Journal for Numerical and Analytical Methods in Geomechanics, accepted.

(71) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Numerical Investigation of Segmental Tunnel Linings - Comparison between the Hyperstatic Reaction Method and a 3D Numerical Model, Geomechanics and Engineering, Accepted.

(70) DO N.A., DIAS D., ORESTE P. 3D Numerical Investigation of Mechanized Twin Tunnels in Soft Ground - Influence of Lagging Distance between Two Tunnel Faces, Engineering Structures, Accepted.

(69) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Behaviour of Segmental Tunnel Linings under Seismic Loads Studied with the Hyperstatic Reaction Method, Soil Dynamics and Earthquake Engineering, Volume 79, Part A, pp. 108–117.

(68) DIAS D., SIMON B. Spread foundations on rigid inclusions subjected to complex loading: Comparison of 3D numerical and simplified analytical modelling, American Journal of Applied Sciences, Volume 10, Issue 9, pp. 1025-1038.

(67) PAN Q., DIAS D. Face stability analysis for a shield-driven tunnel in anisotropic and nonhomogeneous soils by kinematical approach. International journal of Geomechanics, accepted.

(66) JANIN J.P., DIAS D., KASTNER R., EMERIAULT F., LE BISSONNAIS H., GUILLOUX A. Numerical back-analysis of the southern Toulon tunnel measurements: a comparison of 3D and 2D approaches. Engineering Geology, vol. 195, pp. 42-52.

(65) IBRAHIM E., SOUBRA A.H., MOLLON G., RAPHAEL W., DIAS D., REDA A. Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium. Tunnelling and Underground Space Technology, vol. 49, pp. 18-34.

(64) BRIANCON L., DIAS D. Monitoring and numerical investigation of rigid inclusions reinforced industrial building, Canadian Geotechnical Journal, vol. 52(10), online, 10.1139/cgj-2014-0262

(63) LAJEVARDI H., SILVANI C., DIAS D., BRIANCON L., VILLARD P., Geosynthetics Anchorage with wrap around: Experimental and Numerical Studies , Geosynthetics International, vol. 22(4), pp. 267-287.

(62) LAJEVARDI H., BRIANCON L., DIAS D. Experimental studies of the behaviour of geosynthetic wrap around anchorage, Geosynthetics International, vol 22(3), pp. 249-256.

(61) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. 2D Numerical Investigation of Segmental Tunnel Lining under Seismic Loading, Soil Dynamics and Earthquake Engineering, vol. 72, pp. 66-76.

(60) MIRANDA T., DIAS D., PINHEIRO M., ECLAIRCY-CAUDRON S. Tunnel engineering - Influence of the type and the quantity of measurements in the back analysis of geomechanical parameters, European Journal of Environmental and Civil Engineering, online.

(59) MIRANDA T., DIAS D., PINHEIRO M., ECLAIRCY-CAUDRON S. Methodology for real-time adaptation of tunnels support using the observational method. Geomechanics and Engineering journal, Vol. 8, No. 2, February 2015.

(58) DO N. A., DIAS D., ORESTE P. Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground. Journal of Zhejiang University SCIENCE A , November 2014, Volume 15, Issue 11, pp 896-913.

(57) DO N. A., DIAS D., ORESTE P. 2D Seismic Numerical Analysis of Segmental Tunnel Lining Behaviour. Bulletin of the New Zealand Society for Earthquake Engineering, Volume 47, Number 3, September 2014

(56) DO N. A., DIAS D., ORESTE P. 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground. Environmental Earth Sciences, August 2014.

(55) GIROUT R., BLANC M., DIAS D., THOREL L. Numerical investigation of a load transfer platform above a piled network reinforced with geosynthetic – Validation on centrifuge tests, Geotextiles and Geomembranes, accepted

(54) LAJEVARDI H., BRIANCON L., DIAS D. Experimental studies of the geosynthetic anchorage - Effect of geometric parameters and efficiency of anchorages, Geotextiles and Geomembranes, accepted

(53) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Internal Forces in Segmental Tunnel Linings - A Comparison between current Design Methods. Journal of Mining Science, March 2014, Volume 50, Issue 2, pp 326-334. Journal of Mining Science,No. 2, accepted.

(52) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. A New Numerical Approach to the Hyperstatic Reaction Method for Segmental Tunnel Linings. International Journal for Numerical and Analytical Methods in Geomechanics, accepted.

(51) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Stress and Strain State in the Segmental Linings during Mechanized Tunnelling. Geomechanics and Engineering journal, accepted.

(50) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Three-Dimensional Numerical Simulation of a Mechanized Twin Tunnels in Soft Ground. Tunnelling and Underground Space Technology, accepted.

(49) JANIN J.P.,, DIAS D. Tunnel face reinforcement by bolting - Numerical modelling of centrifuge tests, Soils and Rocks, vol.37(1), accepted

(48) RICCIO M., EHRLICH M., DIAS D. Field monitoring and analyses of the response of a block-faced geogrid wall using fine-grained tropical soils, Geotextiles and Geomembranes, accepted

(47) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. The Behaviour of the Segmental Tunnel Lining Studied by the Hyperstatic Reaction Method, European Journal of Environmental and Civil Engineering, accepted

(46) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Two-Dimensional numerical investigations of twin tunnel interaction, Geomechanics and engineering, Vol. 6, No. 3, March 2014

(45) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. Three-Dimensional numerical simulation for mechanized tunneling in soft ground - The influence of the joint pattern, Acta Geotechnica.

(44) DIAS D., ORESTE P. Key factors in the face stability analysis of shallow tunnels, American Journal of Applied Sciences 10 (9): 1025-1038, 2013

(43) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. 2D Tunnel Numerical Investigation - The Influence of the Simplified Excavation Method on Tunnel Behaviour, Geotechnical and Geological Engineering, accepted

(42) LAJEVARDI H., DIAS D., RACINAIS J. Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests, Geotextiles and Geomembranes, accepted

(41) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. 3D modelling for mechanized tunnelling in soft ground - Influence of the constitutive model, American Journal of Applied Sciences 10 (8): 863-875, 2013

(40) OKYAY U.S., DIAS D., THOREL L., RAULT G., Centrifuge modelling of a pile-supported granular earth-platform, Journal of Geotechnical and Geoenvironmental Engineering, accepted

(39) DO N.A., DIAS D., ORESTE P., DJERAN-MAIGRE I. 2D Numerical Investigation of Segmental Tunnel Lining Behavior. Tunnelling and Underground Space Technology, accepted.

(38) MING L., BAO FENG S., DIAS D., JING P., The Research and Application of Masonry Structure Reliability Rating Method Based on Extenics, Applied Mechanics and Materials, Volumes 291-294, pp. 1029-1038.

(37) MOLLON G., DIAS D., SOUBRA A.H., Range of the safe retaining pressures of a pressurized tunnel face by a probabilistic approach, Journal of Geotechnical and Geoenvironmental Engineering, accepted.

(36) NUNEZ M., BRIANCON L., DIAS D., Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches., Engineering Geology.

(35) MESSIOUD S., SBARTAI B., DIAS D., Effect of the seismic oblique waves on dynamic response of an embedded foundation, ISET Journal of Earthquake Technology, vol. 49, n°520, March 2012.

(34) DIAS D., KASTNER R., Movements caused by the excavation of tunnels using face pressurized shields - Analysis of monitoring and numerical modelling results,Engineering Geology.

(33) MOLLON G., DIAS D., SOUBRA A.H., Probabilistic analyses of tunnelling-induced ground movements, Acta Geotechnica.

(32) MOREIRA N., MIRANDA T., CARDOSO M., FERNANDES P., DIAS D., COSTA L. Back analysis of geomechanical parameters in underground works using evolutionnary algorithms. Tunnelling and Underground Space Technology.

(31) MOLLON G., DIAS D., SOUBRA A.H., Continuously-deforming velocity fields for collapse and blow-out of a pressurized tunnel face in purely cohesive soil, International Journal for Numerical and Analytical methods in Geomechanic

(30) ABDELOUHAB A., DIAS D., FREITAG N., Modélisation physique et analytique de renforcements extensibles – Développement d’une nouvelle armature, European Journal of Environmental and Civil Engineering.

(29) ABDELOUHAB A., DIAS D., FREITAG N., Modélisation numérique bidimensionnelle de murs en Terre Armée, European Journal of Environmental and Civil Engineering.

(28) OKYAY U.S., DIAS D., BILLION P., VANDEPUTTE D., COURTOIS A.,Impedance functions of slab foundations with rigid piles, Geotechnical and Geological Engineering.

(27) ORESTE P. P., DIAS D., Stabilisation of the Excavation Face in Shallow Tunnels Using Fibreglass Dowels. Rock Mechanics and Rock Engineering, v. 2, p. 12.

(26) MING L., JING P., DIAS D., Ultimate bearing capacity of reinforced concrete masonry columns subjected to eccentric load. European Journal of Environmental and Civil Engineering

, v. 16, p. 1-16.

(25) ALMEIDA M.S.S., MAGNANI H.O., DIAS D., DEOTTI L.O.G., Behaviour of three test embankments taken to failure on soft clay, Soil and Rocks, Volume 34, N. 4, December 2011, pp. 389-404.

(24) DIAS D. Convergence-confinement approach for designing tunnel face reinforcement by horizontal bolting., Tunneling and Underground Space Technology, v. 26, p. 517-523.

(23) ABDELOUHAB A., DIAS D., FREITAG N., Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips., Geotextiles and Geomembranes, v. 29, p. 116-129.

(22) MOLLON G., PHOON K.K., DIAS D., SOUBRA A.H., Validation of a new 2D failure mechanism for the stability analysis of a pressurized tunnel face in a spatially varying sand, Journal of Engineering Mechanics, v. 137, p. 8.

(21) MOLLON G., DIAS D., SOUBRA A.H., Probabilistic analysis of pressurized tunnels against face stability using collocation-based stochastic response surface method, Journal of Geotechnical and Geoenvironmental Engineering, v. 137, p. 385.

(20) MIRANDA T., DIAS D., ECLAIRCY-CAUDRON S., GOMES CORREIA, A., COSTA L., . Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure. Tunnelling and Underground Space Technology, v. 26, 6, p. 659-673.

(19) MOLLON G., DIAS D., SOUBRA A.H., Face stability analysis of circular tunnels driven by a pressurized shield, Journal of Geotechnical and Geoenvironmental Engineering, v. 136, 1, p. 215-229.

(18) MOLLON G., DIAS D., SOUBRA A.H., Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield, International Journal for Numerical and Analytical Methods in Geomechanics, v. 35, 12, pp. 1363-1388.

(17) OKYAY U.S., DIAS D., Use of lime and cement treated soils as pile supported load transfer platform. Engineering geology, 114 (1-2), pp. 34-44.

(16) ABDELOUHAB A., DIAS D., FREITAG N., Reinforced Earth walls : Evaluation of the Soil-Geosynthetic strap interaction by Pullout tests. Geotextiles and Geomembranes, Volume 28, Issue 1, pp. 44-53

(15) HASSEN G., DIAS D., DE BUHAN P., A multiphase constitutive model for the design of piled-embankments. Comparison with 3D numerical simulations. International Journal of Geomechanics, Vol. 9, Issue 6, pp. 258-266.

(14) JENCK O., DIAS D., KASTNER R., Discrete element modeling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum, Computers and Geotechnics,v. 36, pp. 917-927.

(13) MOLLON G., DIAS D., SOUBRA A.H., Probabilistic analysis and design of circular tunnels against face stability, International Journal of Geomechanics, v. 9, 6, pp. 237-249.

(12) JENCK O., DIAS D., KASTNER R., Three-dimensional numerical modeling of a pile embankment, International Journal Of Geomechanics, v. 9, p. 102.

(11) MOLLON G., DIAS D., SOUBRA A.H., Probabilistic analysis of circular tunnels in homogenous soil using response surface methodology, Journal of Geotechnical and Geoenvironmental Engineering, v. 135, 9, pp. 1314-1325.

(10) HEJAZI Y., DIAS D., KASTNER R., Impact of constitutive models on the numerical analysis of underground constructions. Acta Geotechnica 3, No. 4, p. 251-258. (Google scholar, Publish or Perish DOI 10.1007/s11440-008-0056-1).

(9) JENCK O., DIAS D., KASTNER R., Two-dimensional physical and numerical modeling of a pile supported earth platform over soft soil, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol 133, no 3, pp. 295-305.

(8) WONG H., SUBRIN D., DIAS D., Convergence-confinement analysis of a bolt-supported tunnel using homogenization method. Canadian Geotechnical Journal, Vol. 43, n° 5, pp. 462-483.

(7) DIAS D., KASTNER R., Modélisation numérique de l’apport du renforcement par boulonnage du front de taille des tunnels. Canadian Geotechnical Journal, Vol. 42, pp. 1656-1674.

(6) JENCK O., DIAS D., KASTNER R., Soft Ground improvement by vertical rigid piles-Two-dimensional physical modelling and comparison with current design methods. Soils and Foundation, Vol.45 , No.6, pp. 15-31.

(5) WONG H., TROMPILLE V., DIAS D., Extrusion analysis of a bolt-reinforced tunnel face with finite ground-bolt bond strength. Canadian Geotechnical Journal, Vol. 41, n° 2, pp. 326-341.

(4) JENCK O., DIAS D., Analyse tridimensionnelle en différences finies de l'interaction entre une structure en béton et le creusement d'un tunnel à faible profondeur. Geotechnique, N 54, Vol.8. pp. 519-528.

(3) DIAS D., KASTNER R., JASSIONNESSE C., Sols renforcés par boulonnage. Etude numérique et application au front de taille d'un tunnel profond. Geotechnique, N 01, Vol.GE52. pp.15-27.

(2) DIAS D., KASTNER R., BOURDEAU Y., Boulonnage du front de taille d'un tunnel. Influence de la loi d'ancrage sol/boulon. Revue Européenne de Génie Civil, N 5, Vol.6. pp. 749-762.

(1) WONG H., SUBRIN D., DIAS D., Extrusion movements of a tunnel head reinforced by finite length bolts - a closed form solution using homogenisation approach. Int. J. Num. Analy. Geomech, Vol. 24, No. 4, pp. 533-565.