Satoru Ohtsuka
- End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress. In: Soils and Foundations, v. 62, n. 4 (August 2022). (2022):
- Ultimate Bearing Capacity Of Footing Considering Static Soil-footing Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997). (1997):
- Effect Of Asperity Shape On Shear Strength Characteristics Of Rock Joint. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (September 2000). (2000):
- Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan. In: Soils and Foundations, v. 61, n. 4 (August 2021). (2021):
- Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay. In: International Journal of Geomechanics, v. 21, n. 7 (Juli 2021). (2021):
- Bearing Capacity Analysis of a Normally Consolidated Clay Foundation. In: Soils and Foundations, v. 27, n. 3 (September 1987). (1987):
- The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading. In: Soils and Foundations, v. 26, n. 2 (Juni 1986). (1986):
- Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils. In: Soils and Foundations, v. 30, n. 3 (September 1990). (1990):
- Stability Analysis of Earth Structures Resisting Earthquake. In: Soils and Foundations, v. 38, n. 1 (März 1998). (1998):
- Bearing Capacity Analysis of Rock Mass Taking Account of Contact Interaction Along Discontinuous Lines. In: Soils and Foundations, v. 39, n. 6 (Dezember 1999). (1999):
- Ultimate bearing capacity of rigid footing under eccentric vertical load. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019). (2019):
- Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki earthquake of 2007. In: Soils and Foundations, v. 54, n. 4 (August 2014). (2014):
- Design approach to a method for reinforcing existing caisson foundations using steel pipe sheet piles. In: Soils and Foundations, v. 54, n. 2 (April 2014). (2014):
- Group effect on ultimate lateral resistance of piles against uniform ground movement. In: Soils and Foundations, v. 59, n. 1 (Februar 2019). (2019):
- Limit load space of rigid footing under eccentrically inclined load. In: Soils and Foundations, v. 60, n. 4 (August 2020). (2020):