Toshihiro Noda 
- (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).
- (2023): Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure. Dans: International Journal of Geomechanics, v. 23, n. 2 (février 2023).
- (2001): A Discussion On The Mechanism Of Improvement Of A Sandy Ground By Cylindrical Cavity Expansion Thorough Soil-water Coupled Analysis. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 679 (juin 2001).
- (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. Dans: 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. Dans: Soils and Foundations, v. 61, n. 2 (avril 2021).
- (2008): Ground Improvement of Intermediate Reclaimed Land by Compaction Through Cavity Expansion of Sand Piles. Dans: Soils and Foundations, v. 48, n. 5 (octobre 2008).
- (1997): Effects of Changes in Geometry on The Linear Elastic Consolidation Deformation. Dans: Soils and Foundations, v. 37, n. 1 (mars 1997).
- (1995): Annealable Behaviour of Saturated Clay: An Experiment and Simulation. Dans: Soils and Foundations, v. 35, n. 4 (décembre 1995).
- (1995): Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. Dans: Soils and Foundations, v. 35, n. 1 (mars 1995).
- (1998): Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. Dans: Soils and Foundations, v. 38, n. 2 (juin 1998).
- (1998): Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).
- (1999): Progressive Failure of Heavily Overconsolidated Clays. Dans: Soils and Foundations, v. 39, n. 2 (avril 1999).
- (2000): Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure. Dans: Soils and Foundations, v. 40, n. 3 (juin 2000).
- (2000): Delayed Failure in Soft Clay Foundations. Dans: Soils and Foundations, v. 40, n. 1 (février 2000).
- (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).
- (2015): Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions. Dans: Soils and Foundations, v. 55, n. 6 (décembre 2015).
- (2015): Macro-element method with water absorption and discharge functions for vertical drains. Dans: Soils and Foundations, v. 55, n. 5 (octobre 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. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).
- (2015): Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure. Dans: Soils and Foundations, v. 55, n. 2 (avril 2015).
- (2007): Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy. Dans: Soils and Foundations, v. 47, n. 4 (août 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. Dans: Soils and Foundations, v. 53, n. 6 (décembre 2013).
- (2013): Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil–water coupled finite deformation analysis. Dans: Soils and Foundations, v. 53, n. 5 (octobre 2013).
- (2012): Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage). Dans: Soils and Foundations, v. 52, n. 5 (octobre 2012).
- (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. Dans: Soils and Foundations, v. 51, n. 1 (février 2011).
- (2009): Co-Seismic and Post-Seismic Behavior of an Alternately Layered Sand-Clay Ground and Embankment System Accompanied by Soil Disturbance. Dans: Soils and Foundations, v. 49, n. 5 (octobre 2009).
- (2010): Predictive Simulation of Deformation and Failure of Peat-Calcareous Soil Layered Ground Due to Multistage Test Embankment Loading. Dans: Soils and Foundations, v. 50, n. 2 (avril 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. Dans: Soils and Foundations, v. 50, n. 1 (février 2010).
- (2019): Development and verification of a soil–water coupled finite deformation analysis based on ––p formulation with fluid convective nonlinearity. Dans: Soils and Foundations, v. 59, n. 4 (août 2019).
- (2015): Liquefaction countermeasures by shallow ground improvement for houses and their cost analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).
- (2016): Analysis of the effect of groundwater level on the seismic behavior of an unsaturated embankment on clayey ground. Dans: Soil Dynamics and Earthquake Engineering, v. 85 (juin 2016).
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