Takeshi Sato
- (1994): Evaluation Method For The Disintegration Of Soft Rocks By Slaking Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994).
- (1994): Parameter Identification Of Two-region Model Applied To Solute Transport In Sand Column Breakthrough. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 499 (September 1994).
- (1994): Dependence On Frequency Of Dynamic Inter-particle Dislocation Within A Slope. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 495 (July 1994).
- (1994): Some Considerations On Slaking Test Of Mudstone Through Negative Binomial Distribution. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 487 ( 1994).
- (1992): Mercury Intrusion Technique For Macropore Measurement Of Particulate Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 445 (March 1992).
- (1990): Method Of Test For Permeability Of Unsaturated Sandy Soil With Controlled Air Pressure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 418 (June 1990).
- (1988): Network Assessment For Leakage Of Fill Dam. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988).
- (1995): Solute Dispersion In Unsaturated Sand Column Under Vacuum. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 511 (March 1995).
- (1995): Evaluation Method For The Disintegration Of Soft Rocks By In-situ Exposure Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 523 (September 1995).
- (1997): Settlement And Disintegration Behavior Of Soft Rock By In-situ Exposure And Laboratory Slaking Tests. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 561 (March 1997).
- (2000): EXPERIMENTS ON SNOW DRIFT IN LOW TEMPERATURE WIND TUNNEL AND ITS SIMULATION USING NON-BOUSSINESQ κ-ε TURBULENCE MODEL. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 656 (August 2000).
- (2000): The Disintegration And Settlement Behaviour Of The Mizunami Mud Rock By In-situ Exposure Test. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (December 2000).
- (2016): Multiple-Liquefaction Behavior of Sand in Cyclic Simple Stacked-Ring Shear Tests. In: International Journal of Geomechanics, v. 16, n. 5 (October 2016).
- (1984): Determination of Aquifer Thickness by Partially Penetrating Well. In: Soils and Foundations, v. 24, n. 3 (September 1984).
- (1991): A Simple Gauge for Local Small Strain Measurements in the Laboratory. In: Soils and Foundations, v. 31, n. 1 (March 1991).
- (2008): Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests. In: Soils and Foundations, v. 48, n. 5 (October 2008).
- (1994): The Significance of Local Lateral-Strain Measurement of Soil Specimens for a Wide Range of Strain. In: Soils and Foundations, v. 34, n. 2 (June 1994).
- (2000): Change of Small Strain Quasi-Elastic Deformation Properties During Undrained Cyclic Torsional Shear and Triaxial Tests of Toyoura Sand. In: Soils and Foundations, v. 40, n. 3 (June 2000).
- (2016): Effect of saturation on liquefaction resistance of iron ore fines and two sandy soils. In: Soils and Foundations, v. 56, n. 4 (August 2016).
- (2016): Rate-dependent behaviour of undisturbed gravelly soil. In: Soils and Foundations, v. 56, n. 3 (June 2016).
- (2015): Creep failure of sands exhibiting various viscosity types and its simulation. In: Soils and Foundations, v. 55, n. 6 (December 2015).
- (2014): Large-scale triaxial tests of dense gravel material at low confining pressures. In: Soils and Foundations, v. 54, n. 1 (February 2014).
- (2013): Strength and deformation characteristics and small strain properties of undisturbed gravelly soils. In: Soils and Foundations, v. 53, n. 6 (December 2013).
- (2009): Aging Effects on Small Strain Shear Moduli and Liquefaction Properties of in-situ Frozen and Reconstituted Sandy Soils. In: Soils and Foundations, v. 49, n. 2 (April 2009).
- (2012): Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests. In: Soils and Foundations, v. 52, n. 3 (June 2012).
- (2011): Effects of System Compliance on Liquefaction Behavior of Thin Sandy Layer in Undrained Cyclic Triaxial Tests. In: Soils and Foundations, v. 51, n. 3 (June 2011).
- (2009): Effects of Sample Disturbance on Small Strain Characteristics and Liquefaction Properties of Holocene and Pleistocene Sandy Soils. In: Soils and Foundations, v. 49, n. 4 (August 2009).
- (2010): Comparison of Liquefaction-Induced Ground Deformation Between Results from Undrained Cyclic Torsional Shear Tests and Observations From Previous Model Tests and Case Studies. In: Soils and Foundations, v. 50, n. 3 (June 2010).
- (2011): Development of a system for predicting snow distribution in built-up environments: Combining a mesoscale meteorological model and a CFD model. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 99, n. 4 (April 2011).
- (2013): Relationship between limiting shear strain and reduction of shear moduli due to liquefaction in large strain torsional shear tests. In: Soil Dynamics and Earthquake Engineering, v. 49 (June 2013).
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