List of publications, David Mašín

Papers in International Journals
Copyright of these papers rests with a variety of different parties. Note that preprints available at this website may differ from the published versions due to changes introduced during typesetting and proofreading. The readers are advised to obtain the final versions of the papers from the journal websites whenever possible. Alternatively, please request a copy from me by email. For BibTeX and other citation formats, you may refer to my profile at Mendeley.

  1. Stutz, H., Mašín, D., Sattari, A. and Wuttke, F. (2017). A general approach to model interfaces using existing soil constitutive models - application to hypoplasticity. Computers and Geotechnics 87, 115-127. [Preprint PDF]
  2. Mašín, D. (2017). Coupled thermohydromechanical double structure model for expansive soils. ASCE Journal of Engineering Mechanics 143, No. 9. [Preprint PDF]
  3. Ragni, R., Bienen, B., Wang, D., Mašín, D. and Cassidy, M. J. (2017). Numerical modelling of the effects of consolidation on the undrained spudcan capacity under combined loading in silty clay. Computers and Geotechnics 86, 33-51. [Preprint PDF]
  4. Hong, Y., He, B., Wang, L.-Z., Wang, Z., Ng, C. W. W. and Mašín, D. (2017). Cyclic lateral response and failure mechanisms of a semi-rigid pile in soft clay: centrifuge tests and numerical modelling. Canadian Geotechnical Journal 54, No. 6, 806-824. [Preprint PDF]
  5. Ma, Q. J., Ng, C. W. W., Mašín, D. and Zhou, C. (2017). An approach for modelling volume change of fine-grained soil subjected to thermal cycles. Canadian Geotechnical Journal 54, No. 6, 896-901. [Preprint PDF]
  6. Stutz, H. and Mašín, D. (2017). Hypoplastic interface model for fine-grained soils. International Journal for Numerical and Analytical Methods in Geomechanics 41, No. 2, 284-303. [Preprint PDF]
  7. Janda, T. and Mašín, D. (2017). General method for simulating laboratory tests with constitutive models for geomechanics. International Journal for Numerical and Analytical Methods in Geomechanics 41, No. 2, 304-312. [Preprint PDF]
  8. Malát, R., Rott, J., Černíková, M., Franců, J., Boháč, J. and Mašín, D. (2016). Determination of erosion thickness by numerical back analysis: The case study of Badenian clays in the Carpathian Foredeep, Czech Republic. Engineering Geology 214, 50-59. [Preprint PDF]
  9. Ragni, R., Wang, D., Mašín, D., Bienen, B., Cassidy, M. J. and Stanier, A. S. (2016). Numerical modelling of the effects of consolidation on jack-up spudcan penetration. Computers and Geotechnics 78, 25-37. [Preprint PDF]
  10. Stutz, H., Mašín, D. and Wuttke, F. (2016). Enhancement of a hypoplastic model for granular soil-structure interface behaviour. Acta Geotechnica 11, No. 6, 1249-1261. [Preprint PDF]
  11. Mašín, D. and Khalili, N. (2016). Swelling phenomena and effective stress in compacted expansive clays. Canadian Geotechnical Journal 53, No. 1, 134-147. [Preprint PDF].
  12. Řihosek, J., Bruthans, J., Mašín, D., Filippi, M., Carling, G. T. and Schweigstillová, J. (2015). Gravity-induced stress as a factor reducing decay of sandstone monuments in Petra, Jordan. Journal of Cultural Heritage 19, May-June, 415-425. [Preprint PDF]
  13. Rott, J., Mašín, D., Boháč, J., Krupička, M. and Mohyla, T. (2015). Evaluation of K0 in stiff clay by back-analysis of convergence measurements from unsupported cylindrical cavity. Acta Geotechnica 10, No. 6, 719-733. [Preprint PDF].
  14. Ng, C. W. W., Shi, J., Mašín, D., Sun, H. S. and Lei, G. H. (2015). Influence of sand density and retaining wall stiffness on the three-dimensional responses of a tunnel to basement excavation. Canadian Geotechnical Journal 52, No. 11, 1811-1829. [Preprint PDF]
  15. Ng, C. W. W., Sun, H.S., Lei, G. H., Shi, J. and Mašín, D. (2015). Ability of three different soil constitutive models to predict a tunnel's response to basement excavation. Canadian Geotechnical Journal 52, No. 11, 1685-1698. [Preprint PDF]
  16. Mašín, D. (2015). The influence of experimental and sampling uncertainties on the probability of unsatisfactory performance in geotechnical applications. Géotechnique 65, No. 11, 897-910. [Preprint PDF].
  17. Ng, C. W. W., Boonyarak, T. and Mašín, D. (2015). Effects of pillar depth and shielding on crossing multi-tunnel interaction. ASCE Journal of Geotechnical and Geoenvironmental Engineering 141, No. 6, 04015021. [Preprint PDF, Supplementary information]
  18. Bruthans, J., Soukup, J., Vaculikova, J., Filippi, M., Schweigstillova, J., Mayo, A., Masin, D., Kletetschka, G. and Rihosek, J. (2014). Sandstone landforms shaped by negative feedback between stress and erosion. Nature Geoscience 7, No. 8, 597-601. [Preprint PDF, Media response]
  19. Wong, K. S. and Mašín, D. (2014). Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness. Computers and Geotechnics 61, 355-369. [Preprint PDF]
  20. Mašín, D. (2014). Clay hypoplasticity model including stiffness anisotropy. Géotechnique 64, No. 3, 232-238. [Preprint PDF]
  21. Wong, K. S., Mašín, D. and Ng, C. W. W. (2014). Modelling of shear stiffness of unsaturated fine grained soils at very small strains. Computers and Geotechnics 56, 28-39. [Preprint PDF]
  22. Mašín, D. and Rott, J. (2014). Small strain stiffness anisotropy of natural sedimentary clays: review and a model. Acta Geotechnica 9, No. 2, 299-312. [Preprint PDF]
  23. Mašín, D. (2013). Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays. Engineering Geology 165, 73-88. [Preprint PDF]
  24. Ng, C. W. W., Boonyarak, T. and Mašín, D. (2013). Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels. Canadian Geotechnical Journal 50, No. 9, 935-946. [Preprint PDF]
  25. Blecha, V. and Mašín, D. (2013). Observed and calculated gravity anomalies above a tunnel driven in clays - implication for errors in gravity interpretation. Near Surface Geophysics 11, No. 5, 569-578. [Preprint PDF]
  26. Mašín, D. (2013). Clay hypoplasticity with explicitly defined asymptotic states. Acta Geotechnica 8, No. 5, 481-496. [Preprint PDF]
  27. Mašín, D. (2012). Asymptotic behaviour of granular materials. Granular Matter 14, No. 6, 759-774. [Preprint PDF]
  28. Trhlíková, J., Mašín, D. and Boháč, J. (2012). Small strain behaviour of cemented soils. Géotechnique 62, No. 10, 943-947. [Preprint PDF]
  29. Mašín, D. and Khalili, N. (2012). A thermo-mechanical model for variably saturated soils based on hypoplasticity. International Journal for Numerical and Analytical Methods in Geomechanics 36, No. 12, 1461-1485. [Preprint PDF]
  30. Mašín, D. (2012). Hypoplastic Cam-clay model. Géotechnique 62, No. 6, 549-553. [Preprint PDF]
  31. Najser, J., Mašín, D. and Boháč, J. (2012). Numerical modelling of lumpy clay landfill. International Journal for Numerical and Analytical Methods in Geomechanics 36, No. 1, 17-35. [Preprint PDF]
  32. D'Onza, F., Gallipoli, D., Wheeler, S., Casini, F., Vaunat, J., Khalili, N., Laloui, L., Mancuso, C., Mašín, D., Nuth, M., Pereira, J. M. and Vassallo, R. (2011). Benchmark of constitutive models for unsaturated soils. Géotechnique 61, No. 4, 283-302. [Preprint PDF]
  33. Svoboda, T. and Mašín, D. (2011). Comparison of displacement fields predicted by 2D and 3D finite element modelling of shallow NATM tunnels in clays. Geotechnik 34, No. 2, 115-126. [Preprint PDF]
  34. Suchomel, R. and Mašín, D. (2011). Probabilistic analyses of a strip footing on horizontally stratified sandy deposit using advanced constitutive model. Computers and Geotechnics 38, No. 3, 363-374. [Preprint PDF]
  35. Svoboda, T., Mašín, D. and Boháč, J. (2010). Class A predictions of a NATM tunnel in stiff clay. Computers and Geotechnics 37, No. 6, 817-825. [Preprint PDF]
  36. Suchomel, R. and Mašín, D. (2010). Comparison of different probabilistic methods for predicting stability of a slope in spatially variable c-phi soil. Computers and Geotechnics 37, No. 1-2, 132-140. [Preprint PDF] [in a list of most cited Computers and Geotechnics articles since 2010]
  37. Mašín, D. (2010). Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics 34, No. 1, 73-90. [Preprint PDF]
  38. Mašín, D. (2009). Comparison of predictive capabilities of selected elasto-plastic and hypoplastic models for structured clays. Soils and Foundations 49, No. 3, 381-390. [Preprint PDF]
  39. Mašín, D. (2009). 3D modelling of a NATM tunnel in high K0 clay using two different constitutive models. ASCE Journal of Geotechnical and Geoenvironmental Engineering 135, No. 9, 1326-1335. [Preprint PDF]
  40. Hájek, V., Mašín, D. and Boháč, J. (2009). Capability of constitutive models to simulate soils with different OCR using a single set of parameters. Computers and Geotechnics 36, No. 4, 655-664. [Preprint PDF]
  41. Gudehus, G. and Mašín, D. (2009). Graphical representation of constitutive equations. Géotechnique 59, No. 2, 147-151. [Preprint PDF]
  42. Mašín, D. and Khalili, N. (2008). A hypoplastic model for mechanical response of unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics 32, No. 15, 1903-1926. [Preprint PDF]
  43. Mašín, D. and Herle, I. (2007). Improvement of a hypoplastic model to predict clay behaviour under undrained conditions. Acta Geotechnica 2, No. 4, 261-268. [Preprint PDF]
  44. Mašín, D. (2007). A hypoplastic constitutive model for clays with meta-stable structure. Canadian Geotechnical Journal 44, No. 3, 363-375. [Preprint PDF]
  45. Stallebrass, S. E., Atkinson, J. H. and Mašín, D. (2007). Manufacture of Samples of Overconsolidated Clay by Laboratory Sedimentation. Géotechnique 57, No. 2, 249-253.
  46. Mašín, D., Tamagnini, C., Viggiani, G. and Costanzo, D. (2006). Directional response of a reconstituted fine-grained soil - Part II: performance of different constitutive models. International Journal for Numerical and Analytical Methods in Geomechanics 30, No. 13, 1303-1336. [Preprint PDF]
  47. Mašín, D. and Herle, I. (2005). State boundary surface of a hypoplastic model for clays. Computers and Geotechnics 32, No. 6, 400-410. [Preprint PDF] [Awarded by the IACMAG Junior Excellent Paper Award 2008].
  48. Mašín, D. (2005). A hypoplastic constitutive model for clays. International Journal for Numerical and Analytical Methods in Geomechanics 29, No. 4, 311-336. [Preprint PDF] [Primary paper of the research work awarded by the Shamsher Prakash Research Award in Geotechnical Engineering 2010].

Papers in Local Journals

  1. Rott, J., Mašín, D., Boháč, J., Krupička, M. and Mohyla, T. (2015). Inherent stiffness anisotropy of clays and its application in numerical analysis of deformation of unsupported cavity adopted for evaluation of K0 in Brno tegel (in Czech). Geotechnika, No. 3, 3-12.
  2. Rott, J. and Mašín, D. (2013). Backanalysis of the earth pressure coefficient at rest in Brno clay on the basis of convergence measurements (in Czech). Geotechnika, No. 3-4, 16-21.
  3. Rott, J. and Mašín, D. (2012). Stiffness anisotropy of clays in the very small strain range (in Czech). Geotechnika, No. 4, 23-31.
  4. Svoboda, T. and Mašín, D. (2012). Numerical model of a NATM tunnel in stiff clay (in Czech). Geotechnika, No. 3, 37-43.
  5. Svoboda, T., Mašín, D. and Boháč, J. (2009). Hypoplastic and Mohr-Coulomb models in simulations of a tunnel in clay (in Czech and English). Tunel 18, No. 4, 59-68.
  6. Mašín, D., Ježek, J., Najser, J., Svoboda, T. and Boháč, J. (2009). Numerical modelling of a clay massif. Part 2: Examples of applications (in Czech). Zakládání, No. 3, 10-13.
  7. Boháč, J. and Mašín, D. (2009). Numerical modelling of a clay massif. Part 1: Constitutive model and parameter calibration (in Czech). Zakládání, No. 2, 6-9.
  8. Trhlíková, J., Boháč, J. and Mašín, D. (2009). Laboratory and constitutive model for cemented clay (in Czech). Konstrukce, No. 1, 5-7.
  9. Mašín, D. (2008). Development and applications of hypoplastic constitutive models (in Czech). Geotechnika, No. 2, 3-9. [Overview of research awarded by Quido Záruba award 2007].

Papers in International Conference Proceedings

  1. Mašín, D. and Jerman, J. (2017). Constitutive Modelling of Soil Viscous Behaviour. In Proceedings Numerical Methods in Geotechnics, Hamburg, Harburg (extended abstract).
  2. Mašín, D., Wang, L., He, B., Yi, H., Ragni, R. and Bienen, B. (2017). Merits of advanced constitutive modelling in predicting cyclic and static response of offshore foundations. 2nd International Symposium on Coastal and Offshore Geotechnics (ISCOG 2017) and 2nd International Conference on Geo-Energy and Geo-Environment (GeGe2017), 05/07-07/07/2017, Hangzhou, China (extended abstract).
  3. Sun. H., Mašín, D. and Boháč, J. (2017). Experimental characterization of retention properties and microstructure of the Czech bentonite B75. In Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, 1249-1252.
  4. Stutz, H., Mašín, D., Wuttke, F. and Prädel, B. (2016). Thermo-mechanical hypoplastic interface model for fine-grained soils. In Energy Geotechnics - Proceedings of the 1st International Conference on Energy Geotechnics, ICEGT 2016, Kiel; Germany; 29-31. 8. 2016, 351-358.
  5. Ruge, J. C., Colmenares, J. E., da Cunha, R. P. and Mašín, D. (2016). Implications of the atmosphere-soil interaction for the design of earth retaining structures. In 3rd European Conference on Unsaturated Soils E-UNSAT 2016, P. Delage, Y.-J. Cui, S. Ghabezloo, J.-M. Pereira and A.-M. Tang (Eds.), Paris, France. E3S Web of Conferences, Volume 9.
  6. Mašín, D. (2016). Development of a coupled thermo-hydro-mechanical double structure model for expansive soils. In 3rd European Conference on Unsaturated Soils E-UNSAT 2016, P. Delage, Y.-J. Cui, S. Ghabezloo, J.-M. Pereira and A.-M. Tang (Eds.), Paris, France. E3S Web of Conferences, Volume 9.
  7. Soomro, M. A., Ng, C. W. W and Mašín, D. (2016). Three-dimensional response of a pile group due to tunnel advancement at different C/D ratios. In 13th International conference Underground Construction Prague, A. Butovič and M. Hilar (Eds.), Prague, Czech Republic.
  8. Boonyarak, T., Ng, C. W. W and Mašín, D. (2016). Influences of Shielding of Multi-crossing Tunnels on Ground Displacement. In 13th International conference Underground Construction Prague, A. Butovič and M. Hilar (Eds.), Prague, Czech Republic.
  9. Černíková, M., Krupička, M., Mohyla, T., Boháč, J., Rott, J. and Mašín, D. (2015). Laboratory determination of parameters for transversely anisotropic model of stiff clay. In Deformation Characteristics of Geomaterials, V.A. Rinaldi et al. (Eds.), Buenos Aires, Argentina; 1161-1168.
  10. Mašín, D., Jerman, J. (2015). Discrete element investigation of rate effects on the asymptotic behaviour of granular materials. In Deformation Characteristics of Geomaterials, V.A. Rinaldi et al. (Eds.), Buenos Aires, Argentina; 695-702.
  11. Rott, J., Mašín, D., Boháč, J., Krupička, M. and Mohyla, T. (2015). 3D FEM analysis of a NATM tunnel with shotcrete lining homogenization and stiffness anisotropy. In Proceedings of the XVI ECSMGE, Edinburgh, UK; Vol. 7, 3723-3727.
  12. Rott, J. and Mašín, D. (2014). The FEM back-analysis of earth pressure coefficient at rest in Brno clay K0 with the homogenization of steel/shotcrete lining. In Proc. 25th Int. Conference Underground Infrastructure in Urban Areas 2014 (UIUA 2014), Wroclaw, Poland; Madryas, C et al. (Eds.), Taylor & Francis Group; 113-124.
  13. Wong, K. S. and Mašín, D. (2014). Constitutive model for unsaturated fine-grained soils incorporating small strain stiffness. In Unsaturated Soils: Research & Applications - Proceedings of the 6th International Conference on Unsaturated Soils (UNSAT 2014), Sydney, Australia; Khalili, N., Russel, A. R. and Khoshghalb, A. (Eds.), CRC Press; Vol. 1, 761-767.
  14. Mašín, D. and Khalili, N. (2014). Swelling of compacted expansive clays interpreted in terms of Tezaghi effective stress. In Unsaturated Soils: Research & Applications - Proceedings of the 6th International Conference on Unsaturated Soils (UNSAT 2014), Sydney, Australia; Khalili, N., Russel, A. R. and Khoshghalb, A. (Eds.), CRC Press; Vol. 1, 299-306.
  15. Mašín, D. (2014). Clay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy. In Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2014), Delft, The Netherlands; Hicks, M. A., Brinkgreve, R. B. J. and Rohe, A. (Eds.), CRC Press; Vol. 1, 73-78.
  16. Boonyarak, T., Ng, C. W. W. and Mašín, D. (2014). An investigation of perpendicularly crossing twin-tunnel interaction. In Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG 2014), Perth, Australia; Gudin, C. and White, A. (Eds.), CRC Press; Vol. 2, 951-957.
  17. Boháč, J., Mašín, D., Malát, R., Novák, V. and Rott, J. (2013). Methods of determination of K0 in overconsolidated clay. In Proc. 18th Int. Conference ICSMGE; Delage, P., Desrues, J. Frank, R. Puech, A. and Schlosser, F. (Eds.), Paris, France; Vol. 1, 203-206.
  18. Wong, K. S. and Mašín, D. (2013). Modelling of shear modulus of unsaturated fine grained soils at very small strain. In Proc. Int. Symposium on Computational Geomechanics III (ComGeo III), Pietruszczak et al. (Eds.), Krakow, Poland; 205-213.
  19. Mašín, D. and Novák, V. (2013). Evaluation of the earth pressure coefficient at rest by backanalysis of circular exploratory adit in Brno clay. In Proc. 12th International Conference Underground Construction Prague 2013, CD proceedings, ISBN 978-80-260-3868-9.
  20. Ruge, J. C., Da Cunha, R. P. and Mašín, D. (2013). Results of unsaturated tests on metastable soils. In Proc. 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013, Cartagena de Indias, Colombia; 469-474.
  21. Mašín, D. (2012). Discrete element investigation of the asymptotic behaviour of granular materials. In Proc. 2nd International Symposium on Constitutive Modelling of Geomaterials - Advances and New Applications, Beijing, China. Yang, Q., Zhang, J.-M., Zheng, H and Yao, Y. (Eds.); 423-430. Springer, Berlin.
  22. Mašín, D. (2012). Explicit incorporation of asymptotic states into hypoplasticity. In Proc. 2nd International Symposium on Constitutive Modelling of Geomaterials - Advances and New Applications, Beijing, China. Yang, Q., Zhang, J.-M., Zheng, H and Yao, Y. (Eds.); 609-616. Springer, Berlin.
  23. Herle, I., Mašín, D., Kostkanová, V., Karcher, C. and Dahmen, D. (2011). Experimental investigation and theoretical modelling of soft soils from mining deposits. In Proc. 5th International Symposium on Deformation Characteristics of Geomaterials, Seoul, Korea. Chung, C.-K., Jung, Y.-H., Kim, H.-K., Lee, J.-S. and Kim, D.-S. (Eds.); Vol. 2, 858-864.
  24. Mašín, D., Boháč, J. and Tůma, P. (2011). Modelling of a deep excavation in a silty clay. In Proc. 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece. Anagnostopoulos, Pachakis and Tsatsanifos (Eds.); Vol. 3, 1509-1514.
  25. Svoboda, T. and Mašín, D. (2011). 3D simulations of a NATM tunnel in stiff clays with soil parameters optimised using monitoring data from exploratory adit. In Proc. 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Roma, Italy. Viggiani, G. (Ed.); 829-834. Taylor and Francis Group, London.
  26. Mašín, D. and Khalili, N. (2011). Modelling of thermal effects in hypoplasticity. In Proc. 13th International Conference of the IACMAG 2011, Melbourne, Australia; Vol. 1, 237-245.
  27. Herle, I., Mašín, D., Kostkanová, V., Dahmen, D. and Karcher, C. (2010). Experimentelle Untersuchung und theoretische Betrachtung von weichen Kippenmischböden. In Proc. 31st Baugrundtagung mit Fachausstellung Geotechnik, Munchen, Germany; 65-70.
  28. Najser, J., Mašín, D. and Boháč, J. (2010). Back-analysis of weathering destructuration of a lumpy clay fill. In Proc. 6th International Congress on Environmental Geotechnics, New Delhi, India. Datta, M., Srivastava, R.K., Ramana, G.V. and Shahu, J.T (Eds.); Tata McGraw Hill, Vol. 2, 1670-1674.
  29. Mašín, D. (2010). An effective stress based model for the dependency of a water retention curve on void ratio. In Proc. 5th International Conference on Unsaturated Soils, Barcelona, Spain. Alonso, E. and Gens, A. (Eds.); Vol. 2, 863-868.
  30. Svoboda, T. and Mašín, D. (2010). Convergence-confinement method for simulating NATM tunnels evaluated by comparison with full 3D simulations. In Proc. International Conference Underground Constructions Prague 2010 - Transport and City Tunnels, Prague, Czech Rep. Zlámal, J., Butovič, A. and Hilar, M. (Eds.); 795-801.
  31. Suchomel, R. and Mašín, D. (2010). Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model. In Proc. 7th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2010), Trondheim, Norway. Benz, T. and Nordal, S. (Eds.); 383-388.
  32. Svoboda, T. and Mašín, D. (2009). Optimisation of parameters for simulating a NATM tunnel in stiff clays based on a 3D model of exploratory adit. In Proc. 2nd International Conference on Computational Methods in Tunnelling EURO:TUN 2009, Bochum, Germany. Meschke, G., Beer, G. et al. (Eds.); Vol. 1, 249-256.
  33. Trhlíková, J., Mašín, D. and Boháč, J. (2009). Modelling of cementation bonds in clay - laboratory and numerical model. In Proc. 17th Int. Conference ICSMGE, Alexandria, Egypt; Vol. 1, 151-154.
  34. Suchomel, R. and Mašín, D. (2009). Calibration of an advanced soil constitutive model for use in probabilistic numerical analysis. In Proc. Int. Symposium on Computational Geomechanics (ComGeo I), Pietruszczak et al. (Eds.), Juan-les-Pins, France; 265-274.
  35. Drdácký, M., Mašín, D., Mekonone, M. D. and Slížková, Z. (2008). Compression tests on non-standard historic mortar specimens. In Proc. Historical Mortars Conference HMC08, Lisboa, Portugal.
  36. Svoboda, T. and Mašín, D. (2008). Impact of a constitutive model on inverse analysis of a NATM tunnel in stiff clays. In Proc. ITA-AITES World Tunnel Congress 2008, Agra, India. Kanjlia et al. (Eds.); Vol. 1, 627-636.
  37. Mašín, D. (2008). The influence of a constitutive model on predictions of a NATM tunnel in stiff clays. In Proc. GKK 08 - Geomechanics Colloquium, Karlsruhe, Germany. Part 1 - Rock mechanics and Tunnelling. Triantafyllidis, T. (Ed.), 89-102.
  38. Suchomel, R. and Mašín, D. (2008). Modelling of the Lodalen slide using probabilistic numerical methods. In Proc. Int. Conference on Numerical Computation in Geotechnical Engineering (NUCGE08), Skikda, Algeria; 21-26.
  39. Mašín, D. and Herle, I. (2008). A hypoplastic model for clays improved for undrained conditions. In Proc. 12th Int. Conference of IACMAG, Goa, India; 645-652.
  40. Mašín, D. and Khalili, N. (2008). Modelling of the collapsible behaviour of unsaturated soils in hypoplasticity. In Proc. 1st European conference on unsaturated soils, Durham, UK. Toll et al. (Eds.); CRC Press/Balkema, The Netherlands; 659-665.
  41. Blecha, V. and Mašín, D. (2007). Gravity effects of deformation zones induced by tunnelling in soft and stiff clays. In Proc. 13th European Meeting of Environmental and Engineering Geophysics "Near Surface 2007", Istanbul, Turkey.
  42. Mašín, D. (2007). Comparison of elasto-plastic and hypoplastic modelling of structured clays. In Proc. International Workshop on Constitutive Modelling - Development, Implementation, Evaluation, and Application, Hong Kong, China. Yin, Li, Yeung & Desai (Eds.); 387-392.
  43. Hájek, V. and Mašín, D. (2006). An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation. In Proc. 6th European Conference on Numerical Methods in Geomechanics (NUMGE06), Graz, Austria. Schweiger, H. (Ed.) Taylor & Francis/Balkema, The Netherlands; 49-55.
  44. Mašín, D. (2006). Incorporation of meta-stable structure into hypoplasticity. In Proc. Int. Conference on Numerical Modelling of Construction Processes in Geotechnical Engineering for Urban Environment. Triantafyllidis, T. (ed), Bochum, Germany; 283-290.
  45. Mašín, D., Herbstová, V. and Boháč, J. (2005). Properties of double porosity clayfills and suitable constitutive models. In Proc. 16th Int. Conference ICSMGE, Osaka, Japan; Vol. 2, 827-830.
  46. Tamagnini, C., Mašín, D., Costanzo, D. and Viggiani, G. (2005). An evaluation of different constitutive models to predict the directional response of a reconstituted fine-grained soils. In Proc. Int. workshop Modern trends in geomechanics, Vienna, Austria. Wu & Yu (Eds.) Springer, Berlin; 143-157.
  47. Mašín, D. and Herle, I. (2005). State boundary surface in hypoplasticity. In Proc. Int. workshop Modern trends in geomechanics, Vienna, Austria. Wu & Yu (Eds.) Springer, Berlin; 117-128.
  48. Mašín, D., Chambon, R. and Desrues, J. (2005). CLoE model modified to predict the behaviour of normally compressed clays. In Proc. 11th Int. Conference of IACMAG, Turin, Italy; Vol. 2, 417-424.
  49. Mašín, D. and Herle, I. (2005). Numerical analyses of a tunnel in London clay using different constitutive models. In Proc. 5th Int. Symposium TC28 Geotechnical Aspects of Underground Construction in Soft Ground, Amsterdam, The Netherlands; 595-600.
  50. Herbstová, V., Mašín, D. and Boháč, J. (2005). Parameters for non-engineered colliery clayfills. In Proc. Int. Conf. on Problematic Soils (GEOPROB). Bilsel, H. and Nalbantoglu, Z. (Eds.), Famagusta, Cyprus; Vol. 1, 335-342.
  51. Herle, I. and Mašín, D. (2005). Einfluss von bodenmechanischen Aspekten auf numerische Ergebnisse. In Proc. FEM in der Geotechnik (Qualität, Prüfung, Fallbeispiele). J. Grabe (Ed.), Veröffentlichungen des Arbeitsbereiches Geotechnik und Baubetrieb, TU Hamburg, Harburg, Germany; Heft 10, 53-66.
  52. Mašín, D. (2003). Application of the fractal fragmentation model to the fill of natural shear zones. In: Fractals in Geotechnical Engineering. Kolymbas (ed.), Logos, Berlin; 57-65.
  53. Mašín, D., Stallebrass, S. E. and Atkinson, J. H. (2003). Laboratory Modelling of Natural Structured Clays. In Proc. Int. Workshop on Geotechnics of Soft Soils - Theory and Practice. Vermeer, Schweiger, Karstunen & Cudny (Eds.), Noordwijkerhout, The Netherlands; 491-496.
  54. Mašín, D. (2003). A Kinematic Hardening Critical State Model for Anisotropic Clays. In Proc. Constitutive Modelling and Analysis of Boundary Value problems in Geotechnical Engineering, Napoli, Italy; 253-263.
  55. Mašín, D. (2002). Modelling of Natural Structured Clays using Laboratory and Numerical Methods. In Proc. 7th Young Geotechnical Engineers' Symposium, Dundee, UK.
  56. Boháč, J., Herle, I. and Mašín, D. (2002). Stress and Strain Dependent Stiffness in a Numerical Model of a Tunnel. In Proc. 2nd Int. Conference on Soil Structure Interaction in Urban Civil Engineering, Zurich, Switzerland; 357-364.

Papers in Local Conference Proceedings

  1. Roháč, J., Kycl, P., Boháč, J. and Mašín, D. (2016). Shear strength of soils from Dobkovičky landslides in Central Bohemian uplands determinated by laboratory testing (in Slovak). In Proc. 44st Conf. Zakládání Staveb, Brno, CZ, 51-56.
  2. Rott, J. and Mašín, D. (2014). The usage of back-analyzed value of the coefficient of lateral earth pressure at rest K0 in Brno clay in numerical simulation of Královo Pole tunnel excavation (in Czech). In Proc. 42st Conf. Zakládání Staveb, Brno, CZ; 113-118.
  3. Rott, J. and Mašín, D. (2013). Application of convergence measurements in back-analysis of coefficient of lateral earth pressure at rest in Brno clay (in Czech). In Proc. 41st Conf. Zakládání Staveb, Brno, CZ; 119-124.
  4. Brunát, Z., Mašín, D. and Boháč, J. (2009). Parameters of a hypoplastic model for numerical model of Březno tunnel (in Czech). In Proc. 37th Conf. Zakládání Staveb, Brno, CZ; 187-192.
  5. Suchomel, R. and Mašín, D. (2009). Application of an advanced constitutive model in probabilistic numerical analysis (in Czech). In Proc. 37th Conf. Zakládání Staveb, Brno, CZ; 7-12.
  6. Svoboda, T., Mašín, D. and Boháč, J. (2008). Inverse analysis of exploratory adits of Dobrovského tunnel - the influence of a constitutive model (in Czech). In Proc. 36th Conf. Zakládání Staveb, Brno, CZ; 181-186.
  7. Trhlíková, J., Boháč, J. and Mašín, D. (2008). Laboratory and constitutive model for clays with cementation bonds (in Czech). In Proc. 36th Conf. Zakládání Staveb, Brno, CZ; 131-136.
  8. Běhal, O. and Mašín, D. (2008). Numerical model of an exploratory adit and tunnel Lahovská (in Czech). In Proc. Polní Geotechnické Metody 2008, Ústí nad Labem, CZ; 18-23.
  9. Suchomel, R. and Mašín, D. (2007). Slope stability analysis using random finite element method (in Czech). In Proc. 35th Conf. Zakládání Staveb, Brno, CZ; 103-108.
  10. Hájek, V., Mašín, D. and Boháč, J. (2006). The influence of the degree of overconsolidation on the mechanical behaviour of a fine-grained soil (in Czech). In Proc. 34th Conf. Zakládání Staveb, Brno, CZ; 45-50.
  11. Mašín, D. and Herle, I. (2005). The influence of a constitutive assumption on the predictions of deformations around a tunnel in fine-grained soils (in Czech). In Proc. 33rd Conf. Zakládání Staveb, Brno, CZ; 207-212.
  12. Mašín, D. (2004). Sensitivity framework-a tool for the constitutive modelling of double-porosity materials (in Czech). In Proc. 32nd Conf. Zakládání Staveb, Brno, CZ; 76-81.
  13. Herbstová, V., Mašín, D. and Boháč, J. (2004). Constitutive models for double-porosity soils (in Czech). In Proc. 9th Int. Conf. Geotechnika. Štrbské pleso, SK; 23-28.
  14. Boháč, J. and Mašín, D. (2001). Laboratory Modelling of Soil from Faults in Silty Shales (in Czech). In Proc. 5th Int. Conference Geotechnical structures optimization, Bratislava, SK; 127-134.

Theses

  1. Mašín, D. (2009). Development and applications of hypoplastic constitutive models. Habilitation Thesis (overview part), Charles University in Prague.
  2. Mašín, D. (2006). Hypoplastic models for fine-grained soils. PhD Thesis, Charles University, Prague. [Awarded by the ALERT PhD prize 2007].
  3. Mašín, D. (2004). Laboratory and numerical modelling of natural clays. MPhil Thesis, City University, London.
  4. Mašín, D. (2001). The Influence of Filling of Tectonic Joints on Tunnel Deformations (in Czech). Master's Thesis, Charles University, Prague.
  5. Mašín, D. (1999). Shear Strength of Sand-Clay Mixtures (in Czech). BSc Thesis, Charles University, Prague.

Other

  1. Bienen, B., Stanier, S., Vulpe, C. and Mašín, D. (2014). Interface enabling constitutive models coded as user materials to be employed in explicit analysis. Reserach report No. 14756, Centre for Offshore Foundation Systems, The University of Western Australia, Perth, Australia. [PDF]
  2. Gudehus, G., Amorosi, A., Gens, A., Herle, I., Kolymbas, D., Mašín, D., Muir Wood, D., Nova, R., Niemunis, A., Pastor, M., Tamagnini, C., Viggiani, G. (2008). The soilmodels.info project. International Journal for Numerical and Analytical Methods in Geomechanics 32, No. 12, 1571-1572. [Preprint PDF]