Toshihiro Noda 
- (2024): Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground. In: Soils and Foundations, v. 64, n. 5 (October 2024).
- (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. In: Soils and Foundations, v. 63, n. 3 (June 2023).
- (2023): Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure. In: International Journal of Geomechanics, v. 23, n. 2 (February 2023).
- (2001): A Discussion On The Mechanism Of Improvement Of A Sandy Ground By Cylindrical Cavity Expansion Thorough Soil-water Coupled Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 679 (June 2001).
- (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005).
- (2021): Numerical simulation based heuristic investigation of inertia-induced phenomena and theoretical solution based verification by the damped wave equation for the dynamic deformation of saturated soil based on the u–w–p governing equation. In: Soils and Foundations, v. 61, n. 2 (April 2021).
- (2008): Ground Improvement of Intermediate Reclaimed Land by Compaction Through Cavity Expansion of Sand Piles. In: Soils and Foundations, v. 48, n. 5 (October 2008).
- (1997): Effects of Changes in Geometry on The Linear Elastic Consolidation Deformation. In: Soils and Foundations, v. 37, n. 1 (March 1997).
- (1995): Annealable Behaviour of Saturated Clay: An Experiment and Simulation. In: Soils and Foundations, v. 35, n. 4 (December 1995).
- (1995): Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. In: Soils and Foundations, v. 35, n. 1 (March 1995).
- (1998): Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. In: Soils and Foundations, v. 38, n. 2 (June 1998).
- (1998): Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil. In: Soils and Foundations, v. 38, n. 4 (December 1998).
- (1999): Progressive Failure of Heavily Overconsolidated Clays. In: Soils and Foundations, v. 39, n. 2 (April 1999).
- (2000): Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure. In: Soils and Foundations, v. 40, n. 3 (June 2000).
- (2000): Delayed Failure in Soft Clay Foundations. In: Soils and Foundations, v. 40, n. 1 (February 2000).
- (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. In: Soils and Foundations, v. 42, n. 5 (October 2002).
- (2015): Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions. In: Soils and Foundations, v. 55, n. 6 (December 2015).
- (2015): Macro-element method with water absorption and discharge functions for vertical drains. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2015): Simulation and evaluation of improvement effects by vertical drains/vacuum consolidation on peat ground under embankment loading based on a macro-element method with water absorption and discharge functions. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2007): Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy. In: Soils and Foundations, v. 47, n. 4 (August 2007).
- (2013): Realization of uniform deformation of soil specimen under undrained plane strain condition based on soil–water coupled finite deformation analysis considering inertia forces. In: Soils and Foundations, v. 53, n. 6 (December 2013).
- (2013): Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil–water coupled finite deformation analysis. In: Soils and Foundations, v. 53, n. 5 (October 2013).
- (2012): Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage). In: Soils and Foundations, v. 52, n. 5 (October 2012).
- (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. In: Soils and Foundations, v. 51, n. 1 (February 2011).
- (2009): Co-Seismic and Post-Seismic Behavior of an Alternately Layered Sand-Clay Ground and Embankment System Accompanied by Soil Disturbance. In: Soils and Foundations, v. 49, n. 5 (October 2009).
- (2010): Predictive Simulation of Deformation and Failure of Peat-Calcareous Soil Layered Ground Due to Multistage Test Embankment Loading. In: Soils and Foundations, v. 50, n. 2 (April 2010).
- (2010): Proposal of a Simple Method for Assessing the Susceptibility of Naturally Deposited Clay Grounds to Large Long-Term Settlement due to Embankment Loading. In: Soils and Foundations, v. 50, n. 1 (February 2010).
- (2019): Development and verification of a soil–water coupled finite deformation analysis based on ––p formulation with fluid convective nonlinearity. In: Soils and Foundations, v. 59, n. 4 (August 2019).
- (2015): Liquefaction countermeasures by shallow ground improvement for houses and their cost analysis. In: Soil Dynamics and Earthquake Engineering, v. 79 (December 2015).
- (2016): Analysis of the effect of groundwater level on the seismic behavior of an unsaturated embankment on clayey ground. In: Soil Dynamics and Earthquake Engineering, v. 85 (June 2016).
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