Takeo Umezaki
- (1994): An Evaluation Method of Undrained Shear Strength of Clay During Consolidation. In: 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. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994).
- (1997): Relation Between Residual Strength And Shear Displacement Of Clay In Ring Shear Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 575 (September 1997).
- (2000): Residual Strength Of Soil By Direct Shear Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (März 2000).
- (2002): Effect Of Resolved Air In Ground Water On Flow And Pressure In Cylindrical Drain On Vacuum-induced Consolidation Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 701 (März 2002).
- (2003): Swelling And Shear Characteristics Of Clay In Slip Surface And Slope Stability During Increase In Pore Water Pressure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 750 (Dezember 2003).
- (2013): Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil. In: Soils and Foundations, v. 53, n. 1 (Februar 2013).
- (2018): Swelling properties and coefficient of permeability of friction-reducing polymer for pull-out of temporary sheet piles. In: Soils and Foundations, v. 58, n. 4 (August 2018).
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