ARTICLES – CHAPTERS
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| Computational study of the performance of a genetic algorithms based software |
| R.N. Azeiteiro, P.A.L.F Coelho, D. Taborda, A. Pedro & D. Antunes |
| Anisotropic visco-hypoplasticity |
| A. Niemunis, C. E. Grandas Tavera & L. F. Prada Sarmiento |
| A simplified second gradient model for geomaterials |
| R. Fernandes, C. Chavant, R. Chambon |
| Numerical determination of the minimum size of RVE for random composite materials: two-point probability approach |
| A. Rozanski, D. Lydzba & J. F. Shao |
| A time-dependent multi-scale damage model for rocks based on sub-critical growth of micro-cracks |
| B. Francois, C. Dascalu & B. Operchalska |
| A constitutive model for the behaviour of shotcrete |
| R. Schutz, D. M. Potts & L. Zdravkovic |
| On mechanical behaviour of inherently anisotropic sand formations |
| S. Pietruszczak, A. Azami & P. Guo |
| A generalised fully coupled mechanical-water retention model for unsaturated soils |
| M. Lloret, M. Sanchez, M. Karstunen & S. Wheeler |
| A model for destructured and water sensitive chalk |
| E. Papamichos, R. Flatebo, & J. Stenebraten |
| Hyperelastic and hyperviscoelastic constitutive modelling of road materials |
| C. Rabaiotti, M. Caprez , C. Ozan & A. Puzrin |
| Implications of thermal sensitivity of the static internal friction angle |
| T. Hueckel, L. Laloui & B. Francois |
| Mechanical modelling of eroded granular materials |
| P. Y. Hicher & C. S. Chang |
| A constitutive model for structured anisotropic soils |
| M. P. Cordao-Neto, M. Sanchez & M. Karstunen |
| On the conditions at failure in schistose rocks |
| Y.K. Lee, S. Pietruszczak & S. Jeon |
| A viscoplastic model including damage for argillaceous rocks |
| M. Souley, K. Su, G. Armand & M. Ghoreychi |
| A unified framework for failure in geomaterials? |
| F. Nicot & F. Darve |
| Analysis of failure in geostructures via the second order work |
| R. Wan & M. Pinheiro |
| Diffuse failure: 3D phenomenological analysis and DEM simulations |
| F. Darve, F. Prunier, L. Sibille & F. Nicot |
| Discrete element modelling of damage mechanisms and acoustic emission in rock under triaxial compression |
| H. D. V. Khoa, E. Aker, F. Cuisiat & L. Andresen |
| Effect of grain crushing on shear localization using micro-polar hypoplasticity |
| J. Tejchman & I. Einav |
| Material stability analysis based on the local and global elasto-plastic tangent operators |
| F. Prunier, F. Laouafa & F. Darve |
| Modelling the onset of instability in oedometric tests on unsaturated bonded soils |
| G. Buscarnera & R. Nova |
| Strain localisation in sand under triaxial loading: characterisation by x-ray micro tomography and 3D digital image correlation, |
| S. A. Hall, N. Lenoir, G. Viggiani, J. Desrues & P. Besuelle |
| Application of ALE-formulation to investigations of evolution of shear zones during granular flow in silos |
| M. Wojcik & J. Tejchman |
| Effects of fines on compressibility and static liquefaction of granular materials |
| P. V. Lade, J. A. Yamamuro & C. D. Liggio |
| Calibration of an advanced soil constitutive model for use in probabilistic numerical analysis |
| R. Suchomel & D. Masin |
| Soil parameter identification for the design of spread footings |
| A. Papon, Y. Riou,, J. Heyman, Ch. Dano & P-Y. Hicher |
| Effect of grain shape on the behaviour of granular materials in biaxial compression |
| M. Chaze |
| Numerical simulations of the behavior of granular bodies using DEM |
| L. Widulinski, J. Kozicki & J. Tejchman |
| Numerical modelling of laboratory tests on desiccation cracking |
| A. L. Amarasiri, J. K. Kodikara & S. Costa |
| The use of meshless methods in geotechnics |
| C. Augarde & C. Heaney |
| Stabilized finite elements in geomechanical applications |
| S. Commend, Th. Zimmermann & A. Truty |
| Extended finite element formulation for frictional crack with finite deformation |
| R. I. Borja & F. Liu |
| A hypoplastic macroelement for shallow foundations on sands |
| D. Salciarini & C. Tamagnini |
| A micro-macro (DEM-FEM) model of the behaviour of granular solids |
| M. Nitka, G. Bilbie, G. Combe, C. Dascalu & J. Desrues |
| Efficient multilevel preconditioners for large size geomechanical simulations |
| C. Janna, M. Ferronato & G. Gambolati |
| Seismic design of pile-reinforced foundations using a multiphase approach |
| Q. Thai Son, G. Hassen & P. de Buhan |
| Limit analysis, convex optimization and decomposition: new bounds to the height limit of a Tresca vertical slope |
| Z. Kammoun, F. Pastor, J. Pastor, H. Smaoui & E. Loute |
| Stability of anchored walls embedded in cohesive soils by variational method |
| O. Pula, W.Pula & M. Oslawska |
| On the development of a THM model to include higher temperature effects |
| H. R. Thomas, S. C. Seetharam, S. Siddiqua & P. J. Vardon |
| Boundary heating of a fluid-saturated geomaterial |
| A. P. S. Selvadurai & A. Suvorov |
| Behaviour of an engineered clay barrier involved in a prospective nuclear waste isolation system |
| B. Francois & L. Laloui |
| Interactions between unsaturated soil phases involving linear momentum |
| F. Molenkamp |
| A coupled Material Point/Finite Difference scheme for model-based simulation of fluid-saturated porous media |
| Y. Higo, Y. Goto, S. Kimoto, F. Oka & Z.Chen |
| A two-scale numerical approach for hydro-mechanical damage |
| J. Frey, C. Dascalu & R. Chambon |
| Mechanics of an embedded caprock layer during pressurization of a CO2 storage reservoir |
| A. P. S. Selvadurai |
| Boundary integral equations of unsaturated poroelastic media under heating in frequency domain |
| P. Maghoul, B. Gatmiri & D. Duhamel |
| Fully coupled hydro-mechanical analysis of unsaturated soils |
| V. Galavi, R.B.J. Brinkgreve, P.G. Bonnier & N. A. Gonzalez |
| Hydro-mechanical coupled model for hydration swelling rocks |
| X. Chen & M. A. Hicks |
| Hydro-mechanical modeling of damage due to underground excavation in hardened clay |
| S. Levasseur, F. Collin, B. Frieg & R. Charlier |
| Numerical modeling of gas hydrate formation in the ground |
| S. Kimoto, Y. Miki & F. Oka |
| Numerical modelling of interfacial soil erosion |
| D. Lachouette, S. Bonelli, F. Golay & P. Seppecher |
| Numerical modeling of swelling and the osmotic consolidation of bentonite |
| F. Oka, H. Feng, S. Kimoto , A. J. Tinet & Y. Higo |
| An investigation of the re-saturation characteristics of the prototype repository |
| P. J. Vardon, H. R. Thomas & P. J. Cleall |
| Parametric study on the performance of a THM damage model for unsaturated porous media |
| C. Arson & B. Gatmiri |
| Reactive transport in granular media: modeling the erosion and filtration |
| N. Sayouri, X. Liu, T. Khalil & B. Muresan |
| Stochastic finite element modeling of contaminant transport |
| M. M. Nezhad, A. A. Javadi & M. Rezania |
| Three-dimensional elasto-plastic thermo-mechanical analysis of underground nuclear repository |
| S. K. Patel & K. G. Sharma |
| Understanding the thermo-mechanical response of heat exchanger piles |
| C. Silvani, M. Nuth, L. Laloui & H. Peron |
| The weathering of the foundation of the Tholos of Asklepios at Epidaurus: experiments and modelling |
| E. Gerolymatou, R. Castellanza, R. Nova & I. Vardoulakis |
| 3D coupled geomechanical modeling in reservoir management |
| N. Koutsabeloulis & X. Zhang |
| Prediction of the spacing and patterns of drying cracks in soils |
| H. Peron, L. Laloui, L.B. Hu & T. Hueckel |
| Numerical modelling of desiccation processes in clayey soils |
| H. U. Levatti, P. C. Prat & A. Ledesma |
| New developments in the simulation of problems in underground construction |
| G. Beer, Ch. Duenser, K. Riederer, R. Terkovics & K. Thoeni |
| Numerical analysis of a shallow NATM tunnel with advancing face support by horizontal glass fibre anchors |
| X.T. Wang, W. Wu & J. Bauer |
| 3D back analysis studies of Termino de Odivelas tunnel in Lisbon |
| G. D. Vieira & J. A. Sousa |
| The effect of advance-drainage on the short-term behaviour of squeezing rocks in tunneling |
| G. Anagnostou |
| Finite element analysis of the Meuse Haute-Marne underground research laboratory |
| F. Laouafa, G. Armand, J.B. Kazmierczak & T. Maison |
| Limit analysis of anisotropic soils |
| R. L. Michalowski |
| Limit analysis of bearing capacity of eccentrically loaded strip footing on clay with tension cut-off interface conditions |
| A. Lyamin, K. Krabbenhoft & S. W. Sloan |
| Upper bound solutions for bearing capacity of nonhomogeneous and anisotropic clay foundations |
| M. Huang, Y. Liu, H. Qin & W. Wang |
| A FE procedure for calculation of displacements and capacity of foundations subjected to cyclic loading |
| H. P. Jostad & L. Andresen |
| Lumped-parameter model of a bucket foundation |
| L. Andersen , L. B. Ibsen & M. A. Liingaard |
| Numerical study of simplified piled raft foundations employing an embedded pile formulation |
| F. Tschuchnigg & H. F. Schweiger |
| Numerical simulation of pile installation in sand |
| J. Dijkstra, K. E. Anaraki, W. Broere & F. van Tol |
| Behavior of piles subjected to inclined loads |
| M. Achmus, K. Abdel-Rahman & K. Thieken |
| Numerical analysis of expansion anchors |
| M. M. El Sharnouby,& M.H. El Naggar |
| Evaluation of load-carrying capacity of suction anchors in clay by 3D finite element analysis |
| L. Edgers, L. Andresen & H. P. Jostad |
| Limit equilibrium assessment of drystone retaining structures |
| C. Mundell & P. M. McCombie |
| Geomechanical modelling of a natural slope affected by multiple slip surface failure mechanism |
| A. Ferrari, L. Laloui & C. Bonnard |
| Material-Point-Method analysis of collapsing slopes |
| S. M. Andersen & L. Andersen |
| The behaviour of stone column supported embankment constructed on soft soil |
| D. Kamrat-Pietraszewska &, M. Karstunen |
| Load carrying capacity of masonry bridges: numerical evaluation of the influence of fill and spandrels |
| A. Cavicchi1 & L. Gambarotta |
| Seismic analysis of brick masonry structures of the Paugan powerhouse |
| S. Pietruszczak & V. Gocevski |
| FE-modelling of strain localization in concrete under mixed mode conditions using different approaches |
| J. Bobinski & J. Tejchman |
| The effect of soil-structure interaction on a reinforced concrete bridge |
| S. Grange, L. Botrugno, P. Kotronis & C. Tamagnini |
| Application of different coupled elasto-plastic-damage models with non-local softening to concrete cyclic behaviour |
| I. Marzec & J. Tejchman |
| Critical failure surface location using simple genetic algorithm and multiple wedge slope stability |
| P. McCombie |
| Extraction of dynamic pore water pressure generation behavior via inverse analysis in seismic site response modeling |
| D. R. Groholski & Y. M. A. Hashash |
| Design of optimal flood protection embankments: combining different forms of Artificial Intelligence |
| R. van der Meij |
| Genetic programming for predicting axial capacity of driven piles |
| I. Alkroosh, M. Shahin & H. Nikraz |
| Neural network based hazard assessment for tunnel collapse |
| H. S. Shin, Y. C. Kwon, Y. S. Jung & G. J. Bae |
| Application of cyclic nonlinear elastic models to site response analysis |
| D. Taborda, S. Kontoe, L. Zdravkovic & D. M. Potts |
| Asymptotics in soil-wheel interaction |
| J. P. Hambleton & A. Drescher |
| Numerical modelling of wave propagation tests for the detection of underground heterogeneities |
| P. Alfonsi, E. Bourgeois, L. Lenti, M. Froumentin & E. Evain |
| Statistical design of rockfall protective structures using a stochastic trajectory analysis model |
| F. Bourrier, F. Nicot & F. Darve |
| Vertical stresses due to linearly distributed pressures over polygonal domains |
| M.G. DUrso & F. Marmo |
| Development of hybrid simulation system for geotechnical engineering problems |
| Y. C. Kwon, H. S. Shin & M. Kazama |
| Book of Abstract
ABSTRACTS OF PAPERS PRESENTED AT THE FIRST INTERNATIONAL SYMPOSIUM ON
COMPUTATIONAL GEOMECHANICS (COMGEO I),
Juan lesPins,
France, 29 Apr il 1
May, 2009
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