Kunio Saitoh
- (2000): An Evaluation Method Lateral Resistance of Piles In The Ground Having Increace of Stiffness With Depth. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 658 (September 2000).
- (2000): Observation And Evaluation On Failure Mechanism Of Slurry Trenches In Sandy Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (Dezember 2000).
- (2001): Stability Analysis By 3-d Elasto-plastic Finite Element Method For Slurry Trenches Constructed In Sandy Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (März 2001).
- (1984): Preparation of a Normally Consolidated Clay Stratum in a Centrifuge. In: Soils and Foundations, v. 24, n. 4 (Dezember 1984).
- (1983): The Effect of Reconsolidation on Undrained Strength of Normally Consolidated Cohesive Soils. In: Soils and Foundations, v. 23, n. 3 (September 1983).
- (1983): Effect of Disturbance Due to Insertion on Vane Shear Strength of Normally Consolidated Cohesive Soils. In: Soils and Foundations, v. 23, n. 2 (Juni 1983).
- (1983): The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive Soils. In: Soils and Foundations, v. 23, n. 1 (März 1983).
- (1982): The Influence of Disturbance Due to Sample Preparation on THE Undrained Strength of Saturated Cohesive Soil. In: Soils and Foundations, v. 22, n. 4 (Dezember 1982).
- (1982): Centrifuge Model Tests on Screening Effect of Piles Behind A Vertical Wall. In: Soils and Foundations, v. 22, n. 3 (September 1982).
- (2016): Importance of sedimentation process for formation of microfabric in clay deposit. In: Soils and Foundations, v. 56, n. 2 (April 2016).
- (2015): Importance of sedimentation process for formation of microfabric in clay deposit. In: Soils and Foundations, v. 55, n. 2 (April 2015).
- (2013): Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis. In: Soil Dynamics and Earthquake Engineering, v. 48 (Mai 2013).
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