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Innovative Earthquake Soil Dynamics

Kokusho, Takaji

1, 2017

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Liquefaction potential evaluations: energy-based method versus stress-based method

Canadian geotechnical journal, 2013-10, Vol.50 (10), p.1088-1099

Kokusho, Takaji

2013

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Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement

Journal of geotechnical and geoenvironmental engineering, 2024-05, Vol.150 (5)

Kokusho, Takaji

2024

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Earthquake-induced flow liquefaction in fines-containing sands under initial shear stress by lab tests and its implication in case histories

Soil dynamics and earthquake engineering (1984), 2020-03, Vol.130, p.105984, Article 105984

Kokusho, Takaji

2020

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Energy-Based Newmark Method for earthquake-induced slope displacements

Soil dynamics and earthquake engineering (1984), 2019-06, Vol.121, p.121-134

Kokusho, Takaji

2019

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Energy Demand in Surface Soils for Earthquake Engineering by Vertical Array Strong Motion Records

Geosciences (Basel), 2022-02, Vol.12 (2), p.102

Kokusho, Takaji

2022

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Spring-Supported Newmark Model (SSNM) for Earthquake-Induced Slope Failure

Japanese Geotechnical Society Special Publication, 2024, Vol.10 (18), p.644-649, Article v10.OS-7-08

2024

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Site Amplification during Strong Earthquakes Investigated by Vertical Array Records

Geosciences (Basel), 2021-12, Vol.11 (12), p.510

2021

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Energy-Based Liquefaction Evaluation: The Port of Kushiro in Hokkaido, Japan, 2003 Tokachi-Oki Earthquake

Journal of geotechnical and geoenvironmental engineering, 2024-10, Vol.150 (10)

2024

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Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies

Soil dynamics and earthquake engineering (1984), 2021-04, Vol.143, p.106552, Article 106552

Kokusho, Takaji

2021

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Simulation of water film formation during the 2018 Sulawesi earthquake, Indonesia

Proceedings of the Institution of Civil Engineers. Forensic engineering, 2023-10, Vol.176 (4), p.119-133

2023

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Major advances in liquefaction research by laboratory tests compared with in situ behavior

Soil dynamics and earthquake engineering (1984), 2016-12, Vol.91, p.3-22

Kokusho, Takaji

2016

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Influence of Non/Low-Plastic Fines and Associated Aging Effects on Liquefaction Resistance

Journal of geotechnical and geoenvironmental engineering, 2012-06, Vol.138 (6), p.747-756

2012

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Energy approach to seismically induced slope failure and its application to case histories — Supplement

Engineering geology, 2014-10, Vol.181, p.290-296

2014

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Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils

Journal of geotechnical and geoenvironmental engineering, 2021-04, Vol.147 (4)

2021

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Current state of research on flow failure considering void redistribution in liquefied deposits

Soil dynamics and earthquake engineering (1984), 2003-10, Vol.23 (7), p.585-603

Kokusho, Takaji

2003

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Surface-to-base amplification evaluated from KiK-net vertical array strong motion records

Soil dynamics and earthquake engineering (1984), 2008-09, Vol.28 (9), p.707-716

2008

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Energy approach to seismically induced slope failure and its application to case histories

Engineering geology, 2011-09, Vol.122 (1), p.115-128

2011

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Seismic base-isolation mechanism in liquefied sand in terms of energy

Soil dynamics and earthquake engineering (1984), 2014-08, Vol.63, p.92-97

Kokusho, Takaji

2014

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Soil liquefaction observed at the lower stream of Tonegawa river during the 2011 off the Pacific Coast of Tohoku Earthquake

Soils and foundations, 2012-10, Vol.52 (5), p.987-999

2012

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Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake

Earthquake spectra, 2013-03, Vol.29 (1_suppl), p.55-80

2013

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Sheet-coating mitigation for membrane penetration in undrained triaxial tests and evaluation of comprehensive liquefaction resistance of crushed gravel

Soils and foundations, 2024-06, Vol.64 (3), p.101440, Article 101440

2024

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In Situ Soil-Specific Nonlinear Properties Back-Calculated from Vertical Array Records during 1995 Kobe Earthquake

Journal of geotechnical and geoenvironmental engineering, 2005-12, Vol.131 (12), p.1509-1521

2005

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Energy-based newmark method for seismic slope displacements revisited

Soil dynamics and earthquake engineering (1984), 2022-11, Vol.162, p.107449, Article 107449

2022

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RATE-DEPENDENT PULL-OUT BEARING CAPACITY OF PILES BY SIMILITUDE MODEL TESTS USING SEEPAGE FORCE

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2012, Vol.68(1), pp.117-126

2012

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Innovative Earthquake Soil Dynamics

Liquefaction potential evaluations: energy-based method versus stress-based method

Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement

Earthquake-induced flow liquefaction in fines-containing sands under initial shear stress by lab tests and its implication in case histories

Energy-Based Newmark Method for earthquake-induced slope displacements

Energy Demand in Surface Soils for Earthquake Engineering by Vertical Array Strong Motion Records

Spring-Supported Newmark Model (SSNM) for Earthquake-Induced Slope Failure

Site Amplification during Strong Earthquakes Investigated by Vertical Array Records

Energy-Based Liquefaction Evaluation: The Port of Kushiro in Hokkaido, Japan, 2003 Tokachi-Oki Earthquake

Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies

Simulation of water film formation during the 2018 Sulawesi earthquake, Indonesia

Major advances in liquefaction research by laboratory tests compared with in situ behavior

Influence of Non/Low-Plastic Fines and Associated Aging Effects on Liquefaction Resistance

Energy approach to seismically induced slope failure and its application to case histories — Supplement

Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils

Current state of research on flow failure considering void redistribution in liquefied deposits

Surface-to-base amplification evaluated from KiK-net vertical array strong motion records

Energy approach to seismically induced slope failure and its application to case histories

Seismic base-isolation mechanism in liquefied sand in terms of energy

Soil liquefaction observed at the lower stream of Tonegawa river during the 2011 off the Pacific Coast of Tohoku Earthquake

Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake

Sheet-coating mitigation for membrane penetration in undrained triaxial tests and evaluation of comprehensive liquefaction resistance of crushed gravel

In Situ Soil-Specific Nonlinear Properties Back-Calculated from Vertical Array Records during 1995 Kobe Earthquake

Energy-based newmark method for seismic slope displacements revisited

RATE-DEPENDENT PULL-OUT BEARING CAPACITY OF PILES BY SIMILITUDE MODEL TESTS USING SEEPAGE FORCE

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