- Prediction of creep strain from stress relaxation of sand in shear. Dans: Soils and Foundations, v. 64, n. 3 (juin 2024). (2024):
- Analysis of fracture propagation in a rock mass surrounding a tunnel under high internal pressure by the element-free Galerkin method. Dans: Computers and Geotechnics, v. 55 (janvier 2014). (2014):
- Rate-Dependent Load-Strain Behaviour of Geogrid Arranged in Sand Under Plane Strain Compression. Dans: Soils and Foundations, v. 47, n. 3 (juin 2007). (2007):
- Modelling of Ageing Effects on the Elasto-Viscoplastic Behaviour of Geomaterial. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008). (2008):
- Modelling and Simulation of Rate-Dependent Stress-Strain Behaviour of Granular Materials in Shear. Dans: Soils and Foundations, v. 48, n. 2 (avril 2008). (2008):
- Various Viscosity Types of Geomaterials in Shear and Their Mathematical Expression. Dans: Soils and Foundations, v. 48, n. 1 (février 2008). (2008):
- Effects of Geosynthetic Reinforcement Type on the Strength and Stiffness of Reinforced Sand in Plane Strain Compression. Dans: Soils and Foundations, v. 47, n. 6 (décembre 2007). (2007):
- Viscous Behaviour of Unbound Granular Materials in Direct Shear. Dans: Soils and Foundations, v. 48, n. 3 (juin 2008). (2008):
- Residual Deformation of Geosynthetic-Reinforced Sand in Plane Strain Compression Affected by Viscous Properties of Geosynthetic Reinforcement. Dans: Soils and Foundations, v. 48, n. 3 (juin 2008). (2008):
- Anisotropy in compressive strength and elastic stiffness of normal and polymer-modified asphalts. Dans: Soils and Foundations, v. 54, n. 2 (avril 2014). (2014):
- Viscous Property of Toyoura Sand Over a Wide Range of Shear Deformation Rate and its Model Simulation. Dans: Soils and Foundations, v. 49, n. 2 (avril 2009). (2009):
- Influence of Curing Stress on One-Dimensional Yielding of Cement-Admixed Bangkok Clay at High Water Content. Dans: Soils and Foundations, v. 51, n. 2 (avril 2011). (2011):
- A Simple Pneumatic Loading System Controlling Stress and Strain Rates for One-Dimensional Compression of Clay. Dans: Soils and Foundations, v. 51, n. 1 (février 2011). (2011):
- Geosynthetic-reinforced flexible pavement in Thailand. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 165, n. 4 (novembre 2012). (2012):
- Role of geogrids in load transfer of pile-supported embankments. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 165, n. 4 (novembre 2012). (2012):
- Development of tunneling influence zones for adjacent pile foundations by numerical analyses. Dans: Tunnelling and Underground Space Technology, v. 34 (février 2013). (2013):
- Investigation of failure behavior of continuous rock mass around cavern under high internal pressure. Dans: Tunnelling and Underground Space Technology, v. 34 (février 2013). (2013):
- (2018): Efficiency of Rice Husk Ash as Cementitious Material in High-Strength Cement-Admixed Clay. Dans: Advances in Civil Engineering, v. 2018 ( 2018).