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Shogaki, Takaharu / Nakano, Yoshihito (2022): Geotechnical investigation of the Naval dry dock at the Mietsu Naval Facility World Heritage Site, Japan. Dans: Soils and Foundations, v. 62, n. 1 (février 2022).
https://doi.org/10.1016/j.sandf.2021.101096
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Shogaki, Takaharu / Kamei, Takeshi / Tokida, Makoto (1992): Influence of Specimen Sizu on Unconfined Compressive Strength and Deformation Characteristics of Cohesive Soils Takeshi KAMEI, Makoto TOKIDA. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 457 (décembre 1992).
https://doi.org/10.2208/jscej.1992.457_155
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Matsuo, Minoru / Shogaki, Takaharu (1984): Analyses of Several Factors Influencing q-Value. Dans: Soils and Foundations, v. 24, n. 3 (septembre 1984).
https://doi.org/10.3208/sandf1972.24.3_139
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Matsuo, Minoru / Morisughi, Hisayoshi / Shogaki, Takaharu (1985): Analyses of Rate of Contribution of Factors Influencing Unconfined Compressive Strength of Cohesive Soils. Dans: Soils and Foundations, v. 25, n. 1 (mars 1985).
https://doi.org/10.3208/sandf1972.25.125
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Matsuo, Minoru / Shogaki, Takaharu (1986): Experimental Study on Contribution of Various Factors Influencing q. Dans: Soils and Foundations, v. 26, n. 2 (juin 1986).
https://doi.org/10.3208/sandf1972.26.2_121
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Matsuo, Minoru / Shogaki, Takaharu (1988): Effects of Plasticity and Sample Disturbance on Statistical Properties of Undrained Shear Strength. Dans: Soils and Foundations, v. 28, n. 2 (juin 1988).
https://doi.org/10.3208/sandf1972.28.2_14
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Matsuo, Minoru / Shogaki, Takaharu (1993): Evaluation of Undrained Strength of Unsaturated Soils by Plate Uplift Test. Dans: Soils and Foundations, v. 33, n. 1 (mars 1993).
https://doi.org/10.3208/sandf1972.33.1
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Shogaki, Takaharu (1996): A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain. Dans: Soils and Foundations, v. 36, n. 3 (septembre 1996).
https://doi.org/10.3208/sandf.36.3_123
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Shogaki, Takaharu / Kaneko, Misao (1994): Effects of Sample Disturbance on Strength and Consolidation Parameters of Soft Clay. Dans: Soils and Foundations, v. 34, n. 3 (septembre 1994).
https://doi.org/10.3208/sandf1972.34.3_1
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Shogaki, Takaharu (2021): Geotechnical interpretation of cedar piles at the Mietsu Naval Facility World Heritage Site. Dans: Soils and Foundations, v. 61, n. 1 (février 2021).
https://doi.org/10.1016/j.sandf.2020.09.009
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Shogaki, Takaharu / Nochikawa, Yuichi (2004): Triaxial Strength Properties of Natural Deposits at K0 Consolidation State Using a Precision Triaxial Apparatus with Small Size Specimens. Dans: Soils and Foundations, v. 44, n. 2 (avril 2004).
https://doi.org/10.3208/sandf.44.2_41
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Shogaki, Takaharu / Sakamoto, Ryo (2004): The Applicability of a Small Diameter Sampler with a Two-Chambered Hydraulic Piston for Japanese Clay Deposits. Dans: Soils and Foundations, v. 44, n. 1 (février 2004).
https://doi.org/10.3208/sandf.44.113
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Shogaki, Takaharu / Nakano, Yoshihito / Shibata, Azuma (2002): Sample Recovery Ratios and Sampler Penetration Resistance in Tube Sampling for Niigata Sand. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).
https://doi.org/10.3208/sandf.42.5_111
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Shogaki, Takaharu / Sakamoto, Ryo / Kondo, Etsuyoshi / Tachibana, Hisao (2004): Small Diameter Cone Sampler and its Applicability for Pleistocene Osaka MA12 Clay. Dans: Soils and Foundations, v. 44, n. 4 (août 2004).
https://doi.org/10.3208/sandf.44.4_119
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Shogaki, Takaharu / Nakano, Yoshihito / Yoshizu, Takahiro (2017): Estimating in situ dynamic strength and deformation properties of Niigata East Port sand deposits. Dans: Soils and Foundations, v. 57, n. 6 (décembre 2017).
https://doi.org/10.1016/j.sandf.2017.08.023
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Shogaki, Takaharu (2017): Mechanism of sample disturbance caused by tube penetration: Model tests on Toyoura sand. Dans: Soils and Foundations, v. 57, n. 4 (août 2017).
https://doi.org/10.1016/j.sandf.2017.06.004
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Shogaki, Takaharu (2016): Identification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands. Dans: Soils and Foundations, v. 56, n. 5 (octobre 2016).
https://doi.org/10.1016/j.sandf.2016.08.015
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Shogaki, Takaharu (2006): An Improved Method for Estimating In-Situ Undrained Shear Strength of Natural Deposits. Dans: Soils and Foundations, v. 46, n. 2 (avril 2006).
https://doi.org/10.3208/sandf.46.109
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Shogaki, Takaharu / Sakamoto, Ryo / Nakano, Yoshihito / Shibata, Azuma (2006): Applicability of the Small Diameter Sampler for Niigata Sand Deposits. Dans: Soils and Foundations, v. 46, n. 1 (février 2006).
https://doi.org/10.3208/sandf.46.1
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Shogaki, Takaharu (2007): Effect of Specimen Size on Unconfined Compressive Strength Properties of Natural Deposits. Dans: Soils and Foundations, v. 47, n. 1 (février 2007).
https://doi.org/10.3208/sandf.47.119
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Shogaki, Takaharu / Kumagai, Naohisa (2008): A Slope Stability Analysis Considering Undrained Strength Anisotropy of Natural Clay Deposits. Dans: Soils and Foundations, v. 48, n. 6 (décembre 2008).
https://doi.org/10.3208/sandf.48.805
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Shogaki, Takaharu / Kaneda, Kazuhiro (2013): Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples. Dans: Soils and Foundations, v. 53, n. 1 (février 2013).
https://doi.org/10.1016/j.sandf.2012.12.004
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Shogaki, Takaharu / Fujii, Yukiyasu / Nakagawara, Yuhta (2019): Deformation of the foundation and structure of Tomioka Silk Mill’s East Cocoon Warehouse. Dans: Soils and Foundations, v. 59, n. 4 (août 2019).
https://doi.org/10.1016/j.sandf.2018.11.004