- DEM Analysis of Fabric Evolution and Behavior of Granular Geomaterials in True Triaxial Test with Flexible Boundary. In: KSCE Journal of Civil Engineering, v. 27, n. 8 (June 2023). (2023):
- Establishing selection criteria of water repellent sandy soils for use in impervious layer of engineered slope. In: Construction and Building Materials, v. 293 (July 2021). (2021):
- Analysis Of Shear Deformation Behavior Of Unsaturated Soil Under Axisymmetric Stress States. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 493 (June 1994). (1994):
- The Relationship Between The Mechanical Behavior And The State Of Porewater In Unsaturated Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 535 (March 1996). (1996):
- Influence Of Water Distribution On The Compression Behavior Of Unsaturated Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 554 (December 1996). (1996):
- The Relationship Between Shearing Characteristics And The Composition Of Pore-water In Unsaturated Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (September 1997). (1997):
- Deformation Characteristics Of A Compacted Clay In Collapse Under Isotropic Stress State And Its Shear Deformation After Collapse. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (June 1998). (1998):
- Effects Of Suction On Strength Characteristics Of Unconfined Compression Test For A Compacted Silty Clay. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 687 (September 2001). (2001):
- The Mechanical Behavior Of Unsaturated Soils And Water Retention Characteristics On Undrained Triaxial Compression Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 715 (September 2002). (2002):
- Shear Strength Characteristic Of A Course Material Including Glass Beads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 757 (March 2004). (2004):
- 三軸試験時の不飽和砂の変形強度特性に与えるサクションの影響に関する基礎的研究 (Effects Of Suction On Shear Strength And Deformation Of Unsaturated Sand In Triaxial Compression And Extension Test). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 785 ( 2005). (2005):
- Effect Of Particle Shape On Strength And Deformation Of Granular Material In Dem Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005). (2005):
- Effect Of Particle Crashability On Behavior Of Coase Material In Biaxial And Compression Testsimurations By Distinct Element Method Considering Particle Breakage. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 806 ( 2005). (2005):
- Effect of Suction Stress on Critical State of Compacted Silty Soils under Low Confining Pressure. In: International Journal of Geomechanics, v. 16, n. 6 (December 2016). (2016):
- Effects of Grain Shape on Mechanical Behavior of Granular Materials Using DEM Analysis. In: KSCE Journal of Civil Engineering, v. 25, n. 6 (March 2021). (2021):
- Deformation Characteristics of a Compacted Clay in Collapse Under Isotropic and Triaxial Stress State. In: Soils and Foundations, v. 40, n. 5 (October 2000). (2000):
- Effect of suction on unconfined compressive strength in partly saturated soils. In: KSCE Journal of Civil Engineering, v. 14, n. 3 (May 2010). (2010):
- Effect of opening on the shear behavior of granular materials in direct shear test. In: KSCE Journal of Civil Engineering, v. 16, n. 7 (October 2012). (2012):