Shotaro Yamada 
- (2021): Hypoelastic-plastic-damage analysis of a tunnel in swelling rock mass. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 3 (1 October 2021).
- (2023): Experimental study on sand anisotropy using hollow cylinder apparatus. In: Soils and Foundations, v. 63, n. 3 (June 2023).
- (2023): Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure. In: International Journal of Geomechanics, v. 23, n. 2 (February 2023).
- (2003): Delayed Compression Observed In The Land Subsidence Due To Dewatering. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003).
- (2021): Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019. In: Soils and Foundations, v. 61, n. 2 (April 2021).
- (1999): A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept. In: Soils and Foundations, v. 39, n. 6 (December 1999).
- (2017): 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. In: Soils and Foundations, v. 57, n. 3 (June 2017).
- (2015): 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. In: Soils and Foundations, v. 55, n. 5 (October 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. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2015): Macro-element method with water absorption and discharge functions for vertical drains. In: Soils and Foundations, v. 55, n. 5 (October 2015).
- (2007): Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil. In: Soils and Foundations, v. 47, n. 2 (April 2007).
- (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. In: Soils and Foundations, v. 55, n. 2 (April 2015).
- (2010): Effects on Reliquefaction Resistance Produced by Changes in Anisotropy During Liquefaction. In: Soils and Foundations, v. 50, n. 1 (February 2010).
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