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Yamada, Eiji / Noda, Toshihiro / Asaoka, Akira (2024): Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground. Dans: Soils and Foundations, v. 64, n. 5 (octobre 2024).
https://doi.org/10.1016/j.sandf.2024.101475
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Yamada, Shotaro / Okada, Maki / Nakano, Masaki / Noda, Toshihiro (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).
https://doi.org/10.1016/j.sandf.2023.101326
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Yamada, Shotaro / Noda, Toshihiro (2023): Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure. Dans: International Journal of Geomechanics, v. 23, n. 2 (février 2023).
https://doi.org/10.1061/ijgnai.gmeng-7117
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Noda, Toshihiro / Takaine, Toshihiro / Takagi, Kenji / Nozu, Mitsuo (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).
https://doi.org/10.2208/jscej.2001.679_111
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Noda, Toshihiro / Tashiro, Mutsumi / Takaine, Toshihiro / Asaoka, Akira (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).
https://doi.org/10.2208/jscej.2005.799_37
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Toyoda, Tomohiro / Noda, Toshihiro (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).
https://doi.org/10.1016/j.sandf.2020.12.007
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Nakano, Masaki / Yamada, Eiji / Noda, Toshihiro (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).
https://doi.org/10.3208/sandf.48.653
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Asaoka, Akira / Noda, Toshihiro / Fernando, G. S. K. (1997): Effects of Changes in Geometry on The Linear Elastic Consolidation Deformation. Dans: Soils and Foundations, v. 37, n. 1 (mars 1997).
https://doi.org/10.3208/sandf.37.29
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Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro (1995): Annealable Behaviour of Saturated Clay: An Experiment and Simulation. Dans: Soils and Foundations, v. 35, n. 4 (décembre 1995).
https://doi.org/10.3208/sandf.35.4_9
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Asaoka, Akira / Noda, Toshihiro (1995): Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. Dans: Soils and Foundations, v. 35, n. 1 (mars 1995).
https://doi.org/10.3208/sandf1972.35.83
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Asaoka, Akira / Noda, Toshihiro / Fernando, G. S. K. (1998): Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. Dans: Soils and Foundations, v. 38, n. 2 (juin 1998).
https://doi.org/10.3208/sandf.38.2_75
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Asaoka, Akira / Noda, Toshihiro / Kaneda, Kazuhiro (1998): Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).
https://doi.org/10.3208/sandf.38.4_173
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Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro / Takaine, Toshihiro / Kaneda, Kazuhiro / Constantinescu, Dan T. (1999): Progressive Failure of Heavily Overconsolidated Clays. Dans: Soils and Foundations, v. 39, n. 2 (avril 1999).
https://doi.org/10.3208/sandf.39.2_105
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Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro / Kaneda, Kazuhiro (2000): Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure. Dans: Soils and Foundations, v. 40, n. 3 (juin 2000).
https://doi.org/10.3208/sandf.40.3_75
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Noda, Toshihiro / Fernando, G. S. K. / Asaoka, Akira (2000): Delayed Failure in Soft Clay Foundations. Dans: Soils and Foundations, v. 40, n. 1 (février 2000).
https://doi.org/10.3208/sandf.40.85
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Asaoka, Akira / Noda, Toshihiro / Yamada, Eiji / Kaneda, Kazuhiro / Nakano, Masaki (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).
https://doi.org/10.3208/sandf.42.5_47
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Yoshikawa, Takahiro / Noda, Toshihiro / Kodaka, Takeshi (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).
https://doi.org/10.1016/j.sandf.2015.10.004
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Yamada, Shotaro / Noda, Toshihiro / Tashiro, Mutsumi / Nguyen, Hong-Son (2015): Macro-element method with water absorption and discharge functions for vertical drains. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).
https://doi.org/10.1016/j.sandf.2015.09.012
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Nguyen, Hong-Son / Tashiro, Mutsumi / Inagaki, Motohiro / Yamada, Shotaro / Noda, Toshihiro (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).
https://doi.org/10.1016/j.sandf.2015.09.007
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Zhang, Feng / Ye, Bin / Noda, Toshihiro / Nakano, Masaki / Nakai, Kentaro (2007): Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy. Dans: Soils and Foundations, v. 47, n. 4 (août 2007).
https://doi.org/10.3208/sandf.47.635
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Noda, Toshihiro / Xu, Binbin / Akira, Asaoka (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).
https://doi.org/10.1016/j.sandf.2013.10.012
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Noda, Toshihiro / Xu, Binbin / Asaoka, Akira (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).
https://doi.org/10.1016/j.sandf.2013.08.004
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Kazama, Motoki / Noda, Toshihiro (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).
https://doi.org/10.1016/j.sandf.2012.11.003
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Tashiro, Mutsumi / Noda, Toshihiro / Inagaki, Motohiro / Nakano, Masaki / Asaoka, Akira (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).
https://doi.org/10.3208/sandf.51.133
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Noda, Toshihiro / Takeuchi, Hidekatsu / Nakai, Kentaro / Asaoka, Akira (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).
https://doi.org/10.3208/sandf.49.739
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Takaine, Toshihiro / Tashiro, Mutsumi / Shiina, Takahiko / Noda, Toshihiro / Asaoka, Akira (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).
https://doi.org/10.3208/sandf.50.245
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Inagaki, Motohiro / Nakano, Masaki / Noda, Toshihiro / Tashiro, Mutsumi / Asaoka, Akira (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).
https://doi.org/10.3208/sandf.50.109
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Noda, Toshihiro / Toyoda, Tomohiro (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).
https://doi.org/10.1016/j.sandf.2019.03.008
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Tani, Kazuo / Kiyota, Takashi / Matsushita, Katsuya / Hashimoto, Takao / Yamamoto, Akira / Takeuchi, Hidekatsu / Noda, Toshihiro / Kiku, Hiroyuki / Obayashi, Jun (2015): Liquefaction countermeasures by shallow ground improvement for houses and their cost analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).
https://doi.org/10.1016/j.soildyn.2015.08.016
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Yoshikawa, Takahiro / Noda, Toshihiro / Kodaka, Takeshi / Takaine, Toshihiro (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).
https://doi.org/10.1016/j.soildyn.2016.02.008