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