Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model

SOILS AND FOUNDATIONS ◽

10.3208/sandf.48.771 ◽

2008 ◽

Vol 48 (6) ◽

pp. 771-790 ◽

Author(s):

Toshihiro Noda ◽

Akira Asaoka ◽

Masaki Nakano

Keyword(s):

Finite Deformation ◽

Type Equation ◽

Equation Of Motion ◽

Deformation Analysis ◽

Rate Type ◽

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Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model

SOILS AND FOUNDATIONS ◽

10.1016/j.sandf.2014.12.004 ◽

2015 ◽

Vol 55 (1) ◽

pp. 45-62 ◽

Author(s):

Toshihiro Noda ◽

Takahiro Yoshikawa

Keyword(s):

Finite Deformation ◽

Type Equation ◽

Equation Of Motion ◽

Deformation Analysis ◽

Rate Type ◽

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Evaluation of mechanical behavior of a test embankment constructed on Malaysian soft marine clays based on finite deformation analysis using Cam-clay model

Japanese Geotechnical Journal ◽

10.3208/jgs.1.71 ◽

2006 ◽

Vol 1 (3) ◽

pp. 71-83 ◽

Author(s):

Takeshi KAMEI ◽

Takayuki SHUKU ◽

Toshihide SHIBI

Keyword(s):

Mechanical Behavior ◽

Finite Deformation ◽

Deformation Analysis ◽

Marine Clays ◽

Test Embankment ◽

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Verification of a new soil-water-air coupled analysis based on a rate-type equation of motion through realization of uniform deformation of an unsaturated soil specimen

Unsaturated Soils: Research & Applications ◽

10.1201/b17034-85 ◽

2014 ◽

pp. 613-619

Author(s):

Toshihiro Noda ◽

Takahiro Yoshikawa

Keyword(s):

Unsaturated Soil ◽

Type Equation ◽

Equation Of Motion ◽

Coupled Analysis ◽

Soil Specimen ◽

Uniform Deformation ◽

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Soil-Water Coupled Finite Deformation Analysis of Seismic Deformation and Failure of Embankment on Horizontal and Inclined Ground

Soil Dynamics and Earthquake Engineering ◽

10.1061/41102(375)16 ◽

2010 ◽

Author(s):

Masaki Nakano ◽

Takayuki Sakai ◽

Toshihiro Noda ◽

Akira Asaoka

Keyword(s):

Finite Deformation ◽

Deformation Analysis ◽

Deformation And Failure ◽

Seismic Deformation

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Triaxial test on water absorption compression of unsaturated soil and its soil-water-air-coupled elastoplastic finite deformation analysis

SOILS AND FOUNDATIONS ◽

10.1016/j.sandf.2020.06.010 ◽

2020 ◽

Vol 60 (5) ◽

pp. 1151-1170

Author(s):

Takahiro Yoshikawa ◽

Toshihiro Noda

Keyword(s):

Water Absorption ◽

Unsaturated Soil ◽

Triaxial Test ◽

Finite Deformation ◽

Deformation Analysis

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Development and verification of a soil–water coupled finite deformation analysis based on ––p formulation with fluid convective nonlinearity

SOILS AND FOUNDATIONS ◽

10.1016/j.sandf.2019.03.008 ◽

2019 ◽

Vol 59 (4) ◽

pp. 888-904

Author(s):

Toshihiro Noda ◽

Tomohiro Toyoda

Keyword(s):

Finite Deformation ◽

Deformation Analysis

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EVALUATION OF MECHANICAL BEHAVIOR OF A LARGE RIVER LEVEE DURING SEEPAGE AND DURING/AFTER EARTHQUAKE BASED ON SOIL-WATER-AIR COUPLED FINITE DEFORMATION ANALYSIS

Journal of Japan Society of Civil Engineers Ser A2 (Applied Mechanics (AM)) ◽

10.2208/jscejam.71.i_621 ◽

2015 ◽

Vol 71 (2) ◽

pp. I_621-I_632

Author(s):

Takahiro YOSHIKAWA ◽

Toshihiro NODA ◽

Kenta KATO ◽

Takeshi KODAKA ◽

KyuTae LEE ◽

...

Keyword(s):

Mechanical Behavior ◽

Finite Deformation ◽

Large River ◽

Deformation Analysis

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Soil-water coupled finite deformation analysis on subgrade reaction force acting on the underground pile

Computer Methods and Recent Advances in Geomechanics ◽

10.1201/b17435-173 ◽

2014 ◽

pp. 997-1000

Author(s):

K Nakai ◽

T Noda ◽

S Komura ◽

Y Shiratori

Keyword(s):

Finite Deformation ◽

Reaction Force ◽

Deformation Analysis ◽

Subgrade Reaction

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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 ◽

10.1016/j.sandf.2013.10.012 ◽

2013 ◽

Vol 53 (6) ◽

pp. 937-950 ◽

Author(s):

Toshihiro Noda ◽

Binbin Xu ◽

Asaoka Akira

Keyword(s):

Plane Strain ◽

Finite Deformation ◽

Plane Strain Condition ◽

Deformation Analysis ◽

Strain Condition ◽

Soil Specimen ◽

Uniform Deformation ◽

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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 ◽

10.1016/j.sandf.2015.09.013 ◽

2015 ◽

Vol 55 (5) ◽

pp. 1129-1138 ◽

Author(s):

Toshihiro Noda ◽

Shotaro Yamada ◽

Toshihiro Nonaka ◽

Mutsumi Tashiro

Keyword(s):

Finite Deformation ◽

Pore Water Pressure ◽

Water Pressure ◽

Deformation Analysis ◽

Macro Element ◽

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