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Noda, Toshihiro, Xu, Binbin, Akira, Asaoka (2013) Realization of uniform deformation of soil specimen under undrained plane strain condition based on soil–water coupled finite deformation analysis considering inertia forces. Soils and Foundations, 53 (6). 937-950 doi:10.1016/j.sandf.2013.10.012

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Reference TypeJournal (article/letter/editorial)
TitleRealization of uniform deformation of soil specimen under undrained plane strain condition based on soil–water coupled finite deformation analysis considering inertia forces
JournalSoils and Foundations
AuthorsNoda, ToshihiroAuthor
Xu, BinbinAuthor
Akira, AsaokaAuthor
Year2013 (December)Volume53
Issue6
PublisherElsevier BV
DOIdoi:10.1016/j.sandf.2013.10.012Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID10731285Long-form Identifiermindat:1:5:10731285:7
GUID0
Full ReferenceNoda, Toshihiro, Xu, Binbin, Akira, Asaoka (2013) Realization of uniform deformation of soil specimen under undrained plane strain condition based on soil–water coupled finite deformation analysis considering inertia forces. Soils and Foundations, 53 (6). 937-950 doi:10.1016/j.sandf.2013.10.012
Plain TextNoda, Toshihiro, Xu, Binbin, Akira, Asaoka (2013) Realization of uniform deformation of soil specimen under undrained plane strain condition based on soil–water coupled finite deformation analysis considering inertia forces. Soils and Foundations, 53 (6). 937-950 doi:10.1016/j.sandf.2013.10.012
In(2013, December) Soils and Foundations Vol. 53 (6) Elsevier BV

See Also

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Noda, Toshihiro, Xu, Binbin, Asaoka, Akira (2013) Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil–water coupled finite deformation analysis. Soils and Foundations, 53 (5). 653-670 doi:10.1016/j.sandf.2013.08.004
Xu, Binbin, Nakai, Kentaro, Noda, Toshihiro, Takaine, Toshihiro (2013) A three-dimensional soil–water coupled FE analysis of hollow cylinder test concerning non-uniform deformation. Soils and Foundations, 53 (6). 923-936 doi:10.1016/j.sandf.2013.10.011
Xu, Bin Bin, Noda, Toshihiro, Nakai, Kentaro (2014) Realization of Uniform Deformation under Three-Dimensional Condition Based on Soil-Water Coupled Analysis Considering Inertia Forces. Applied Mechanics and Materials, 638. 530-533 doi:10.4028/www.scientific.net/amm.638-640.530
Noda, Toshihiro, Asaoka, Akira, Nakano, Masaki (2008) Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model. Soils and Foundations, 48 (6). 771-790 doi:10.3208/sandf.48.771
Noda, Toshihiro, Toyoda, Tomohiro (2019) Development and verification of a soil–water coupled finite deformation analysis based on ––p formulation with fluid convective nonlinearity. Soils and Foundations, 59 (4). 888-904 doi:10.1016/j.sandf.2019.03.008
Noda, Toshihiro, Yoshikawa, Takahiro (2015) Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model. Soils and Foundations, 55 (1). 45-62 doi:10.1016/j.sandf.2014.12.004
Asaoka, Akira, Noda, Toshihiro (1995) Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. Soils and Foundations, 35 (1). 83-100 doi:10.3208/sandf1972.35.83
Noda, Toshihiro, Yamada, Shotaro, Nonaka, Toshihiro, Tashiro, Mutsumi (2015) Study on the pore water pressure dissipation method as a liquefaction countermeasure using soil–water coupled finite deformation analysis equipped with a macro-element method. Soils and Foundations, 55 (5). 1129-1138 doi:10.1016/j.sandf.2015.09.013
Xu, Bin Bin, Noda, Toshihiro (2014) Analysis of Pore Water Pressure in Specimen under 3D Uniform Deformation Field Considering Inertia Effect. Advanced Materials Research, 1030. 1056-1059 doi:10.4028/www.scientific.net/amr.1030-1032.1056
ASAOKA, AKIRA, NAKANO, MASAKI, NODA, TOSHIHIRO (1994) Soil-Water Coupled Behaviour of Saturated Clay near/at Critical State. Soils and Foundations, 34 (1). 91-105 doi:10.3208/sandf1972.34.91
Asaoka, Akira, Nakano, Masaki, Noda, Toshihiro (1997) Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State. Soils and Foundations, 37 (1). 13-28 doi:10.3208/sandf.37.13
 
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