- On Preventing Liquefaction Of Level Ground Using Gravel Piles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 352 ( 1984). (1984):
- On Preventing Secondary Liquefaction Of Level Ground Using Gravel Piles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 364 ( 1985). (1985):
- A Method To Calculate Excess Pore Pressures And Surface Settlements Of The Ground Improved By Gravel Piles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 388 (Dezember 1987). (1987):
- Verification Of Calculating Methods For Gravel Piles Using In-situ Liquefaction Tests Results. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 388 (Dezember 1987). (1987):
- A Method To Evaluate Stress And Deformation Of Small-sized Buried Pipe Induced By Wheel Loads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 487 ( 1994). (1994):
- Evaluation Of Liquefaction Potential Of Gravelly Soil Layer Based On Field Performance Data. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (Dezember 2000). (2000):
- Effect Of Seawater And High-temperature History On Swelling Characteristics Of Bentonite. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 806 ( 2005). (2005):
- A Method for Evaluating Membrane Compliance and System Compliance in Undrained Cyclic Shear Tests. In: Soils and Foundations, v. 31, n. 3 (September 1991). (1991):
- Undrained Cyclic Strength of Gravelly Soil and Its Evaluation by Penetration Resistance and Shear Modulus. In: Soils and Foundations, v. 32, n. 4 (Dezember 1992). (1992):
- Case Study of Rock Debris Avalanche Gravel Liquefied During 1993 Hokkaido-Nansei-Oki Earthquake. In: Soils and Foundations, v. 35, n. 3 (September 1995). (1995):
- Small Strain Characteristics of Soils in Hualien, Taiwan. In: Soils and Foundations, v. 40, n. 3 (Juni 2000). (2000):
- Modeling Anisotropic Behavior of Gravelly Layer in Hualien, Taiwan. In: Soils and Foundations, v. 41, n. 3 (Juni 2001). (2001):
- Evaluation of Undrained Cyclic Strength of Gravelly Soil by Shear Modulus. In: Soils and Foundations, v. 43, n. 4 (August 2003). (2003):
- Modelling the effects of test conditions on the measured swelling pressure of compacted bentonite. In: Soils and Foundations, v. 59, n. 1 (Februar 2019). (2019):