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Shogaki, Takaharu (2016) Identification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands. Soils and Foundations, 56 (5). 915-926 doi:10.1016/j.sandf.2016.08.015

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Reference TypeJournal (article/letter/editorial)
TitleIdentification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands
JournalSoils and Foundations
AuthorsShogaki, TakaharuAuthor
Year2016 (October)Volume56
Issue5
PublisherElsevier BV
DOIdoi:10.1016/j.sandf.2016.08.015Search in ResearchGate
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Mindat Ref. ID10731631Long-form Identifiermindat:1:5:10731631:2
GUID0
Full ReferenceShogaki, Takaharu (2016) Identification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands. Soils and Foundations, 56 (5). 915-926 doi:10.1016/j.sandf.2016.08.015
Plain TextShogaki, Takaharu (2016) Identification and in situ dynamic strength properties of reclaimed 3rd Meiji fortress sands. Soils and Foundations, 56 (5). 915-926 doi:10.1016/j.sandf.2016.08.015
In(2016, October) Soils and Foundations Vol. 56 (5) Elsevier BV

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Shogaki, Takaharu (2016) In situ dynamic strength properties of the 3rd Meiji fortress reclaimed sands. Japanese Geotechnical Society Special Publication, 2. 2680-2683 doi:10.3208/jgssp.jpn-016
Shogaki, Takaharu, Nakano, Yoshihito, Yoshizu, Takahiro (2017) Estimating in situ dynamic strength and deformation properties of Niigata East Port sand deposits. Soils and Foundations, 57 (6). 947-964 doi:10.1016/j.sandf.2017.08.023
Shogaki, Takaharu, Kaneda, Kazuhiro (2013) Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples. Soils and Foundations, 53 (1). 64-76 doi:10.1016/j.sandf.2012.12.004
Shogaki, Takaharu (2006) An Improved Method for Estimating In-Situ Undrained Shear Strength of Natural Deposits. Soils and Foundations, 46 (2). 109-121 doi:10.3208/sandf.46.109
Shogaki, Takaharu (2017) Mechanism of sample disturbance caused by tube penetration: Model tests on Toyoura sand. Soils and Foundations, 57 (4). 527-542 doi:10.1016/j.sandf.2017.06.004
Shogaki, Takaharu (2007) Effect of Specimen Size on Unconfined Compressive Strength Properties of Natural Deposits. Soils and Foundations, 47 (1). 119-129 doi:10.3208/sandf.47.119
Shogaki, Takaharu, Fujii, Yukiyasu, Nakagawara, Yuhta (2019) Deformation of the foundation and structure of Tomioka Silk Mill’s East Cocoon Warehouse. Soils and Foundations, 59 (4). 789-800 doi:10.1016/j.sandf.2018.11.004
MATSUO, MINORU, SHOGAKI, TAKAHARU (1988) Effects of plasticity and sample disturbance on statistical properties of undrained shear strength. Soils and Foundations, 28 (2). 14-24 doi:10.3208/sandf1972.28.2_14
MATSUO, MINORU, SHOGAKI, TAKAHARU (1993) Evaluation of nudrained strength of unsaturated soils by plate uplift test. Soils and Foundations, 33 (1). 1-10 doi:10.3208/sandf1972.33.1
SHOGAKI, TAKAHARU, KANEKO, MISAO (1994) Effects of Sample Disturbance on Strength and Consolidation Parameters of Soft Clay. Soils and Foundations, 34 (3). 1-10 doi:10.3208/sandf1972.34.3_1
Kiyota, T., Ikeda, T., Yokoyama, Y., Kyokawa, H. (2016) Effect of in-situ sample quality on undrained cyclic strength and liquefaction assessment. Soils and Foundations, 56 (4). 691-703 doi:10.1016/j.sandf.2016.07.009
 
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