Toshihiro Noda 
- (2024): Unconditional convergence of theoretical solutions to -p formulation. In: Soils and Foundations, v. 64, n. 1 (February 2024).
- (1999): Time Dependent Earth Pressure Behavior In Supported Excavation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 617 ( 1999).
- (2000): Soil-water Coupled Elasto-plastic Deformation Analysis Of The Ground With Piled Raft. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 659 (September 2000).
- (1994): Soil-Water Coupled Behaviour of Saturated Clay Near/At Critical State. In: Soils and Foundations, v. 34, n. 1 (March 1994).
- (1997): Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State. In: Soils and Foundations, v. 37, n. 1 (March 1997).
- (2000): Superloading Yield Surface Concept For Highly Structured Soil Behavior. In: Soils and Foundations, v. 40, n. 2 (April 2000).
- (2001): Time-Dependent Mechanical Behavior of "Assembly of Crushed Mudstones". In: Soils and Foundations, v. 41, n. 2 (April 2001).
- (2001): A Soil-Water Coupled Analysis on the Effect of Improvement of a Loose Sandy Ground by Cylindrical Cavity Expansion. In: Soils and Foundations, v. 41, n. 4 (August 2001).
- (2017): Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment. In: Soils and Foundations, v. 57, n. 3 (June 2017).
- (2015): Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil–water coupled finite deformation analysis equipped with a macro-element method. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2007): Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil. In: Soils and Foundations, v. 47, n. 2 (April 2007).
- (2015): Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model. In: Soils and Foundations, v. 55, n. 1 (February 2015).
- (2008): Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model. In: Soils and Foundations, v. 48, n. 6 (December 2008).
- (2013): A three-dimensional soil–water coupled FE analysis of hollow cylinder test concerning non-uniform deformation. In: Soils and Foundations, v. 53, n. 6 (December 2013).
- (2020): Triaxial test on water absorption compression of unsaturated soil and its soil-water-air-coupled elastoplastic finite deformation analysis. In: Soils and Foundations, v. 60, n. 5 (October 2020).
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