Sayuri Kimoto 
- (2022): Undrained creep behavior of CO2 hydrate-bearing sand and its constitutive modeling considering the cementing effect of hydrates. In: Soils and Foundations, v. 62, n. 1 (February 2022).
- (2015): Cyclic Elastoviscoplastic Constitutive Model for Clay Considering Nonlinear Kinematic Hardening Rules and Structural Degradation. In: International Journal of Geomechanics, v. 15, n. 5 (October 2015).
- (2016): New Evaluation Method for Liquefaction of Ground Using Dynamic Liquefaction Analysis Method and Its Application. In: International Journal of Geomechanics, v. 16, n. 5 (October 2016).
- (2003): Step-Changed Strain Rate Effect on the Stress-Strain Relations of Clay and a Constitutive Modeling. In: Soils and Foundations, v. 43, n. 4 (August 2003).
- (2002): Anisotropic Behavior of Soft Sedimentary Rock and A Constitutive Model. In: Soils and Foundations, v. 42, n. 5 (October 2002).
- (2015): Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests. In: Soils and Foundations, v. 55, n. 1 (February 2015).
- (2013): Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation. In: Soils and Foundations, v. 53, n. 2 (April 2013).
- (2012): Long-term consolidation analysis of a large-scale embankment construction on soft clay deposits using an elasto-viscoplastic model. In: Soils and Foundations, v. 52, n. 1 (February 2012).
- (2011): Monotonic and Cyclic Behavior of Unsaturated Sandy Soil Under Drained and Fully Undrained Conditions. In: Soils and Foundations, v. 51, n. 4 (August 2011).
- (2011): Study of Strain Localization and Microstructural Changes in Partially Saturated Sand During Triaxial Tests Using Microfocus X-Ray CT. In: Soils and Foundations, v. 51, n. 1 (February 2011).
- (2010): A Seepage-Deformation Coupled Analysis of an Unsaturated River Embankment using a Multiphase Elasto-Viscoplastic Theory. In: Soils and Foundations, v. 50, n. 4 (August 2010).
- (2010): A Coupled MPM-FDM Analysis Method for Multi-Phase Elasto-Plastic Soils. In: Soils and Foundations, v. 50, n. 4 (August 2010).
- (2010): Experimental Study on the Behavior of Unsaturated Compacted Silt Under Triaxial Compression. In: Soils and Foundations, v. 50, n. 1 (February 2010).
- (2018): Rate effect on the stress-strain relations of synthetic carbon dioxide hydrate-bearing sand and dissociation tests by thermal stimulation. In: Soils and Foundations, v. 58, n. 5 (October 2018).
- (2020): Formulation of a constitutive model for three-phase porous materials and the skeleton stress. In: Soils and Foundations, v. 60, n. 4 (August 2020).
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