Kiyonobu Kasama 
- (2022): Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method. Dans: Soils and Foundations, v. 62, n. 6 (décembre 2022).
- (2005): A Procedure For Risk Analysis On Liquefaction With Monte Carlo Simulation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 792 ( 2005).
- (2021): Cyclic shear property and seismic runout analysis for pumice fall deposit. Dans: Soil Dynamics and Earthquake Engineering, v. 143 (avril 2021).
- (2000): On the Stress-Strain Behaviour of Lightly Cemented Clay Based on an Extended Critical State Concept. Dans: Soils and Foundations, v. 40, n. 5 (octobre 2000).
- (2020): Instability evaluation of rubble mound for breakwaters subjected to tsunami-induced overflow and seepage flow. Dans: Soils and Foundations, v. 60, n. 6 (décembre 2020).
- (2019): Effect of spatial variability of block-type cement-treated ground on the bearing capacity of foundation under inclined load. Dans: Soils and Foundations, v. 59, n. 6 (décembre 2019).
- (2006): Undrained Shear Strength of Cement-Treated Soils. Dans: Soils and Foundations, v. 46, n. 2 (avril 2006).
- (2006): Damage to Residential Retaining Walls at the Genkai-Jima Island Induced by the 2005 Fukuoka-Ken Seiho-Oki Earthquake. Dans: Soils and Foundations, v. 46, n. 6 (décembre 2006).
- (2006): Zoning for Liquefaction and Damage to Port and Harbor Facilities and Others During the 2005 Fukuoka-Ken Seiho-Oki Earthquake. Dans: Soils and Foundations, v. 46, n. 6 (décembre 2006).
- (2007): High-Strengthening of Cement-Treated Clay by Mechanical Dehydration. Dans: Soils and Foundations, v. 47, n. 2 (avril 2007).
- (2012): Effect of spatial variability on the bearing capacity of cement-treated ground. Dans: Soils and Foundations, v. 52, n. 4 (août 2012).
- (2011): Geo- and Hydro-Mechanical Evaluation of Slope Failure Induced by Torrential Rains in Northern-Kyushu Area, July 2009. Dans: Soils and Foundations, v. 51, n. 4 (août 2011).
Structurae coopère avec
