Publikationer av Anh Tuan Pham
Refereegranskade
Artiklar
[1]
Pham, T. A., Nadimi, S. & Sutman, M. (2024). Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils. Computers and geotechnics, 171.
[2]
Pham, T. A. & Sutman, M. (2023). A Simplified Method for Bearing-Capacity Analysis of Energy Piles Integrating Temperature-Dependent Model of Soil–Water Characteristic Curve. Journal of Geotechnical and Geoenvironmental Engineering, 149(9).
[3]
Pham, T. A. & Sutman, M. (2023). An analytical model for predicting the shear strength of unsaturated soils. Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, 176(4), 369-387.
[4]
Pham, T. A., Sutman, M. & Medero, G. M. (2023). Density-Dependent Model of Soil–Water Characteristic Curves and Application in Predicting Unsaturated Soil–Structure Bearing Resistance. International Journal of Geomechanics, 23(4).
[5]
Pham, T. A., Hashemi, A., Sutman, M. & Medero, G. M. (2023). Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches. Soils and Foundations, 63(3), 101301-101301.
[6]
Pham, T. A. & Sutman, M. (2023). Modeling the combined effect of initial density and temperature on the soil–water characteristic curve of unsaturated soils. Acta Geotechnica, 18(12), 6427-6455.
[7]
Guo, X., Pham, T. A. & Dias, D. (2023). Multi-objective optimization of geosynthetic-reinforced and pile-supported embankments. Acta Geotechnica, 18(7), 3783-3798.
[8]
Pham, T. A., Tran, Q.-A., Villard, P. & Dias, D. (2023). Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Embankments Considering Integrated Soil-Structure Interactions. Geotechnical and Geological Engineering, 42(1), 185-206.
[9]
Pham, T. A., Medero, G. M. & Sutman, M. (2023). Thermo-hydro-mechanical coupling model of elastic modulus characteristic curve for unsaturated soils. Computers and geotechnics, 162, 105704-105704.
[10]
Pham, T. A., Sutman, M. & Medero, G. M. (2023). Validation, Reliability, and Performance of Shear Strength Models for Unsaturated Soils. Geotechnical and Geological Engineering, 41(7), 4271-4309.
[11]
Pham, T. A., Kyokawa, H., Koseki, J. & Dias, D. (2022). A new index for the strength analysis and prediction of cement-mixed soils. European Journal of Environmental and Civil Engineering, 27(4), 1512-1534.
[12]
Pham, T. A. & Dias, D. (2022). A simplified model for the analysis of piled embankments considering arching and subsoil consolidation. Geotextiles and Geomembranes, 50(3), 408-431.
[13]
Pham, T. A., Wijesuriya, K. & Dias, D. (2022). Analytical model for the design of piled embankments considering cohesive soils. Geosynthetics International, 29(4), 369-388.
[14]
Pham, T. A. & Sutman, M. (2022). Disturbed state concept and non-isothermal shear strength model for unsaturated soils. Bulletin of Engineering Geology and the Environment, 81(5).
[15]
Pham, T. A., Guo, X. & Dias, D. (2022). Internal stability analysis of column-supported embankments: Deterministic and probabilistic approaches. Transportation Geotechnics, 37, 100868-100868.
[16]
Pham, T. A. (2022). Micromechanical-Based Shear Strength Equation Considering the Stress-State Effect for Unsaturated Soils. International Journal of Geomechanics, 22(9).
[17]
Guo, X., Pham, T. A. & Dias, D. (2022). Probabilistic analysis of geosynthetic-reinforced and pile-supported embankments. Computers and geotechnics, 142, 104595-104595.
[18]
Pham, T. A. & Dias, D. (2021). 3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments. Soils and Foundations, 61(5), 1319-1342.
[19]
Pham, T. A. & Dias, D. (2021). Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments. Geotextiles and Geomembranes, 49(3), 528-549.
[20]
Pham, T. A. (2021). Design and analysis of geosynthetic-reinforced and floating column-supported embankments. International Journal of Geotechnical Engineering, 16(10), 1276-1292.
[21]
Pham, T. A., Tran, Q.-A., Villard, P. & Dias, D. (2021). Geosynthetic-reinforced pile-supported embankments − 3D discrete numerical analyses of the interaction and mobilization mechanisms. Engineering structures, 242, 112337-112337.
[22]
Pham, T. A., Koseki, J. & Dias, D. (2021). Optimum material ratio for improving the performance of cement-mixed soils. Transportation Geotechnics, 28, 100544-100544.
[23]
Pham, T. A. (2020). Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models. Computers and geotechnics, 121.
[24]
Pham, T. A. (2020). Behaviour of piled embankment with multi-interaction arching model. Geotechnique Letters, 10(4), 582-588.
[25]
Pham, T. A. (2020). Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction. Geosynthetics International, 27(3), 275-300.
[26]
Pham, T. A. (2019). Analysis of soil-foundation-structure interaction to load transfer mechanism in reinforced piled embankments. Australian Geomechanics, 85(110).
Senaste synkning med DiVA:
2024-08-11 01:50:00