Takeo Umezaki
- An Evaluation Method of Undrained Shear Strength of Clay During Consolidation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994). (1994):
- UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994). (1994):
- Relation Between Residual Strength And Shear Displacement Of Clay In Ring Shear Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (septembre 1997). (1997):
- Residual Strength Of Soil By Direct Shear Test. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (mars 2000). (2000):
- Effect Of Resolved Air In Ground Water On Flow And Pressure In Cylindrical Drain On Vacuum-induced Consolidation Method. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (mars 2002). (2002):
- Swelling And Shear Characteristics Of Clay In Slip Surface And Slope Stability During Increase In Pore Water Pressure. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (décembre 2003). (2003):
- Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil. Dans: Soils and Foundations, v. 53, n. 1 (février 2013). (2013):
- Swelling properties and coefficient of permeability of friction-reducing polymer for pull-out of temporary sheet piles. Dans: Soils and Foundations, v. 58, n. 4 (août 2018). (2018):