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Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure

International journal of geomechanics, 2023-02, Vol.23 (2)

2023

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Combined-loading elastoplastic constitutive model for a unified description of the mechanical behavior of the soil skeleton

Computers and geotechnics, 2022-01, Vol.141, p.104521, Article 104521

2022

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Finite Element Analysis of Expansive Bedrock Considering Electro-chemo-mechanical Coupling Phenomena in Crystal Layers of Clay Minerals and Internal Structural Degradation

Rock mechanics and rock engineering, 2022-12, Vol.55 (12), p.7387-7407

2022

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Effect of fiber-reinforcement on the mechanical behavior of sand approaching the critical state

Journal of Rock Mechanics and Geotechnical Engineering, 2022-08, Vol.14 (4), p.1241-1252

2022

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Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019

Soils and foundations, 2021-04, Vol.61 (2), p.549-565

2021

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Effects on Reliquefaction Resistance Produced by Changes in Anisotropy During Liquefaction

SOILS AND FOUNDATIONS, 2010, Vol.50(1), pp.9-25

2010

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Approaches to High Performance Terahertz-Waves Emitting Devices Utilizing Single Crystals of High Temperature Superconductor Bi2Sr2CaCu2O8+δ

IEICE transactions on electronics, 2023-06, Vol.E106.C (6), p.281-288, Article 2022SEI0001

2023

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Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure

Soils and foundations, 2015-04, Vol.55 (2), p.343-358

2015

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Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules

Japanese Geotechnical Society Special Publication, 2016, Vol.2 (10), p.430-434

2016

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NUMERICAL ANALYSIS OF SINGULAR GROUND DEFORMATION FOCUSING ON RATE DEPENDENT PROPERTY AND VELOCITY OF FORCED DISPLACEMENT

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2022, Vol.78 (4), p.341-354

2022

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MODEL OF CHOOSING STAY POSITION AND DIRECTION FOR SHORT BREAKS CONSIDERING VISUAL INTERACTION WITH OTHERS

Nihon Kenchiku Gakkai keikakukei ronbunshū, 2023-08, Vol.88 (810), p.2283-2292

2023

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MODEL OF CHOOSING STAY POSITION AND DIRECTION FOR SHORT BREAKS CONSIDERING VISUAL INTERACTION WITH OTHERS

Journal of Architecture and Planning (Transactions of AIJ), 2023/08/01, Vol.88(810), pp.2283-2292

2023

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Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault

Japanese Geotechnical Society Special Publication, 2016, Vol.2 (20), p.751-754

2016

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Verification of a Macroelement Method with Water Absorption and Discharge Functions in Quasi-Static Problems

Journal of geotechnical and geoenvironmental engineering, 2022-07, Vol.148 (7)

2022

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Preface

Journal of earthquake and tsunami, 2018-10, Vol.12 (4), p.1802002

Yamada, Shotaro

2018

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Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils

Journal of geotechnical and geoenvironmental engineering, 2022-05, Vol.148 (5)

2022

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Construction of a multiphysics model for swelling bedrock based on a novel deformation gradient decomposition method

Computers and geotechnics, 2024-12, Vol.176, p.106736, Article 106736

2024

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Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient

Computers and geotechnics, 2024-02, Vol.166, p.105958, Article 105958

2024

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Experimental study on sand anisotropy using hollow cylinder apparatus

Soils and foundations, 2023-06, Vol.63 (3), p.101326, Article 101326

2023

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Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil

SOILS AND FOUNDATIONS, 2007, Vol.47(2), pp.285-301

2007

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Hypoelastic-plastic-damage analysis of a tunnel in swelling rock mass

IOP conference series. Earth and environmental science, 2021-10, Vol.861 (3), p.32093

2021

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SOIL-WATER COUPLED ANALYSIS METHOD WITH CAM-CLAY MODEL BASED ON MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2022, Vol.78(3), pp.251-260

2022

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SOIL-WATER COUPLED ANALYSIS METHOD WITH CAM-CLAY MODEL BASED ON MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2022, Vol.78 (3), p.251-260

2022

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Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment

Soils and foundations, 2017-06, Vol.57 (3), p.472-487

2017

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Implementation of Obfuscated Control Logic Circuit with LegUp and oLLVM

Denki Gakkai ronbunshi. C, Erekutoronikusu, joho kogaku, shisutemu, 2019-09, Vol.139 (9), p.952-957

2019

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Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure

Combined-loading elastoplastic constitutive model for a unified description of the mechanical behavior of the soil skeleton

Finite Element Analysis of Expansive Bedrock Considering Electro-chemo-mechanical Coupling Phenomena in Crystal Layers of Clay Minerals and Internal Structural Degradation

Effect of fiber-reinforcement on the mechanical behavior of sand approaching the critical state

Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019

Effects on Reliquefaction Resistance Produced by Changes in Anisotropy During Liquefaction

Approaches to High Performance Terahertz-Waves Emitting Devices Utilizing Single Crystals of High Temperature Superconductor Bi2Sr2CaCu2O8+δ

Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure

Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules

NUMERICAL ANALYSIS OF SINGULAR GROUND DEFORMATION FOCUSING ON RATE DEPENDENT PROPERTY AND VELOCITY OF FORCED DISPLACEMENT

MODEL OF CHOOSING STAY POSITION AND DIRECTION FOR SHORT BREAKS CONSIDERING VISUAL INTERACTION WITH OTHERS

MODEL OF CHOOSING STAY POSITION AND DIRECTION FOR SHORT BREAKS CONSIDERING VISUAL INTERACTION WITH OTHERS

Riedel shear band formation with flower structures that develop at the surface ground on a strike slip fault

Verification of a Macroelement Method with Water Absorption and Discharge Functions in Quasi-Static Problems

Preface

Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils

Construction of a multiphysics model for swelling bedrock based on a novel deformation gradient decomposition method

Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient

Experimental study on sand anisotropy using hollow cylinder apparatus

Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil

Hypoelastic-plastic-damage analysis of a tunnel in swelling rock mass

SOIL-WATER COUPLED ANALYSIS METHOD WITH CAM-CLAY MODEL BASED ON MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT

SOIL-WATER COUPLED ANALYSIS METHOD WITH CAM-CLAY MODEL BASED ON MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT

Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment

Implementation of Obfuscated Control Logic Circuit with LegUp and oLLVM

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