Takaharu Shogaki
- (2022): Geotechnical investigation of the Naval dry dock at the Mietsu Naval Facility World Heritage Site, Japan. In: Soils and Foundations, v. 62, n. 1 (February 2022).
- (1992): Influence of Specimen Sizu on Unconfined Compressive Strength and Deformation Characteristics of Cohesive Soils Takeshi KAMEI, Makoto TOKIDA. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 457 (December 1992).
- (1984): Analyses of Several Factors Influencing q-Value. In: Soils and Foundations, v. 24, n. 3 (September 1984).
- (1985): Analyses of Rate of Contribution of Factors Influencing Unconfined Compressive Strength of Cohesive Soils. In: Soils and Foundations, v. 25, n. 1 (March 1985).
- (1986): Experimental Study on Contribution of Various Factors Influencing q. In: Soils and Foundations, v. 26, n. 2 (June 1986).
- (1988): Effects of Plasticity and Sample Disturbance on Statistical Properties of Undrained Shear Strength. In: Soils and Foundations, v. 28, n. 2 (June 1988).
- (1993): Evaluation of Undrained Strength of Unsaturated Soils by Plate Uplift Test. In: Soils and Foundations, v. 33, n. 1 (March 1993).
- (1996): A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain. In: Soils and Foundations, v. 36, n. 3 (September 1996).
- (1994): Effects of Sample Disturbance on Strength and Consolidation Parameters of Soft Clay. In: Soils and Foundations, v. 34, n. 3 (September 1994).
- (2021): Geotechnical interpretation of cedar piles at the Mietsu Naval Facility World Heritage Site. In: Soils and Foundations, v. 61, n. 1 (February 2021).
- (2004): Triaxial Strength Properties of Natural Deposits at K0 Consolidation State Using a Precision Triaxial Apparatus with Small Size Specimens. In: Soils and Foundations, v. 44, n. 2 (April 2004).
- (2004): The Applicability of a Small Diameter Sampler with a Two-Chambered Hydraulic Piston for Japanese Clay Deposits. In: Soils and Foundations, v. 44, n. 1 (February 2004).
- (2002): Sample Recovery Ratios and Sampler Penetration Resistance in Tube Sampling for Niigata Sand. In: Soils and Foundations, v. 42, n. 5 (October 2002).
- (2004): Small Diameter Cone Sampler and its Applicability for Pleistocene Osaka MA12 Clay. In: Soils and Foundations, v. 44, n. 4 (August 2004).
- (2017): Estimating in situ dynamic strength and deformation properties of Niigata East Port sand deposits. In: Soils and Foundations, v. 57, n. 6 (December 2017).
- (2017): Mechanism of sample disturbance caused by tube penetration: Model tests on Toyoura sand. In: Soils and Foundations, v. 57, n. 4 (August 2017).
- (2016): Identification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands. In: Soils and Foundations, v. 56, n. 5 (October 2016).
- (2006): An Improved Method for Estimating In-Situ Undrained Shear Strength of Natural Deposits. In: Soils and Foundations, v. 46, n. 2 (April 2006).
- (2006): Applicability of the Small Diameter Sampler for Niigata Sand Deposits. In: Soils and Foundations, v. 46, n. 1 (February 2006).
- (2007): Effect of Specimen Size on Unconfined Compressive Strength Properties of Natural Deposits. In: Soils and Foundations, v. 47, n. 1 (February 2007).
- (2008): A Slope Stability Analysis Considering Undrained Strength Anisotropy of Natural Clay Deposits. In: Soils and Foundations, v. 48, n. 6 (December 2008).
- (2013): Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples. In: Soils and Foundations, v. 53, n. 1 (February 2013).
- (2019): Deformation of the foundation and structure of Tomioka Silk Mill’s East Cocoon Warehouse. In: Soils and Foundations, v. 59, n. 4 (August 2019).
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