Yoshiyuki Morikawa
- Constant Volume Shear Strength Of Clayey Soils. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997). (1997):
- Study On Prediction Of Spt N-value Of Sandy Deposits Improved By Sand Compaction Pile Method. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 708 (juin 2002). (2002):
- Study On Effect Of Fines Content And Drainage Characteristics Of Sandy Deposits On Sand Compaction Pile Method. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 722 (décembre 2002). (2002):
- Study on Effect of K₀-Value on SPT N-Value Prediction After Densification by Sand Compaction Pile Method. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (décembre 2003). (2003):
- Collapse of concrete-covered levee under composite effect of overflow and seepage. Dans: Soils and Foundations, v. 59, n. 6 (décembre 2019). (2019):
- Stability of caisson-type breakwater foundation under tsunami-induced seepage. Dans: Soils and Foundations, v. 54, n. 4 (août 2014). (2014):
- Strain Rate Effect on Long-Term Consolidation of Osaka Bay Clay. Dans: Soils and Foundations, v. 48, n. 4 (août 2008). (2008):
- Observations of dynamic and non-dynamic interactions between a quay wall and partially stabilised backfill. Dans: Soils and Foundations, v. 52, n. 1 (février 2012). (2012):
- Experimental Study of Stress Changes Due to Compaction Grouting. Dans: Soils and Foundations, v. 51, n. 6 (décembre 2011). (2011):
- Deformation and Crushing of Particles of Cement Treat Granulate Soil. Dans: Soils and Foundations, v. 51, n. 4 (août 2011). (2011):
- Thirty-seven-year investigation of quicklime-treated soil produced by deep mixing method. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 171, n. 3 (août 2018). (2018):