Masaki Nakano
- (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).
- (2023): Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials. Dans: Soils and Foundations, v. 63, n. 2 (avril 2023).
- (2021): Attempt to reproduce the mechanical behavior of cement-treated soil using elasto-plastic model considering soil skeleton structure. Dans: Soils and Foundations, v. 61, n. 5 (octobre 2021).
- (1993): Monitored Design Decisions For The Mass Permeability Of Soils Applied To The Preloading Soil Works. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (juin 1993).
- (1992): Prediction of the Partially Drained Behavior of Soft Clays Under Embankment Loading. Dans: Soils and Foundations, v. 32, n. 1 (mars 1992).
- (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).
- (1994): Soil-Water Coupled Behaviour of Saturated Clay Near/At Critical State. Dans: Soils and Foundations, v. 34, n. 1 (mars 1994).
- (1997): Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State. 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): Mass Permeability Concept in the Analysis of Treated Ground with Sand Drains. Dans: Soils and Foundations, v. 35, n. 3 (septembre 1995).
- (1998): Delayed Compression and Progressive Failure of the Assembly of Crushed Mudstones Due to Slaking. 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): Superloading Yield Surface Concept For Highly Structured Soil Behavior. Dans: Soils and Foundations, v. 40, n. 2 (avril 2000).
- (2001): Time-Dependent Mechanical Behavior of "Assembly of Crushed Mudstones". Dans: Soils and Foundations, v. 41, n. 2 (avril 2001).
- (2001): A Soil-Water Coupled Analysis on the Effect of Improvement of a Loose Sandy Ground by Cylindrical Cavity Expansion. Dans: Soils and Foundations, v. 41, n. 4 (août 2001).
- (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).
- (2015): Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015).
- (2007): Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy. Dans: Soils and Foundations, v. 47, n. 4 (août 2007).
- (2008): Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model. Dans: Soils and Foundations, v. 48, n. 6 (décembre 2008).
- (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).
- (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): Effects of slaking and degree of compaction on the mechanical properties of mudstones with varying slaking properties. Dans: Soils and Foundations, v. 59, n. 1 (février 2019).
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