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- Experimental study on sand anisotropy using hollow cylinder apparatus. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023). (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).
- Delayed Compression Observed In The Land Subsidence Due To Dewatering. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003). (2003):
- Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019. Dans: Soils and Foundations, v. 61, n. 2 (avril 2021). (2021):
- A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept. Dans: Soils and Foundations, v. 39, n. 6 (décembre 1999). (1999):
- Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment. Dans: Soils and Foundations, v. 57, n. 3 (juin 2017). (2017):
- Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil–water coupled finite deformation analysis equipped with a macro-element method. 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):
- Macro-element method with water absorption and discharge functions for vertical drains. Dans: Soils and Foundations, v. 55, n. 5 (octobre 2015). (2015):
- Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil. Dans: Soils and Foundations, v. 47, n. 2 (avril 2007). (2007):
- 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). (2015):
- Effects on Reliquefaction Resistance Produced by Changes in Anisotropy During Liquefaction. Dans: Soils and Foundations, v. 50, n. 1 (février 2010). (2010):