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A new effective stress method for nonlinear site response analyses

Earthquake engineering & structural dynamics, 2021-05, Vol.50 (6), p.1595-1611

2021

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Mechanistic analysis of coal permeability evolution data under stress-controlled conditions

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2018-10, Vol.110, p.36-47

2018

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System response of liquefiable deposits

Soil dynamics and earthquake engineering (1984), 2019-09, Vol.124, p.212-229

2019

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Bidirectional static loading tests on barrette piles. A case history from Ho Chi Minh City, Vietnam

Canadian geotechnical journal, 2024-05, Vol.61 (5), p.872-884

2024

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Evaluation of vertical effective stress and pile lateral capacities considering scour-hole dimensions

Canadian geotechnical journal, 2019-01, Vol.56 (1), p.135-143

2019

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Mechanical formation damage control in permeability Biot’s effective stress-sensitive oil reservoirs with source/sink term

Journal of petroleum science & engineering, 2023-01, Vol.220, p.111180, Article 111180

2023

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Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions

Soil dynamics and earthquake engineering (1984), 2021-05, Vol.144, p.106709, Article 106709

2021

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Fabrication and performance evaluation of a novel FBG-based effective stress cell for directly measuring effective stress in saturated soils

Measurement : journal of the International Measurement Confederation, 2020-04, Vol.155, p.107491, Article 107491

2020

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The effective stress law for stress-sensitive transversely isotropic rocks

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2018-01, Vol.101, p.69-77

2018

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An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities

Computers and geotechnics, 2015-01, Vol.63, p.46-66

2015

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Experimental Validation of Terzaghi’s Effective Stress Principle for Gassy Sand

Journal of geotechnical and geoenvironmental engineering, 2017-12, Vol.143 (12)

2017

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Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils

Canadian geotechnical journal, 2024-02

2024

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Use of Fourier phase characteristics and effective stress analyses for post-earthquake ground motion estimation: application to ESG6 blind prediction steps 2&3 dataset and JMA accelerometric data

Earth, planets, and space, 2023-12, Vol.75 (1), p.101, Article 101

Nozu, Atsushi

2023

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On the origin of the strain hardening mechanisms of Ni20Cr alloy manufactured by laser powder bed fusion

International journal of plasticity, 2023-06, Vol.165, p.103610, Article 103610

2023

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The Effect of Mineral Dissolution on the Effective Stress Law for Permeability in a Tight Sandstone

Geophysical research letters, 2020-08, Vol.47 (15), p.n/a

2020

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The Effect of Soil Liquefaction and Lateral Spreading to the Seismic Vulnerability of RC Frame Buildings Considering SSI

Journal of earthquake engineering : JEE, 2023-12, Vol.27 (16), p.4786-4808

2023

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A CPT-based effective stress analysis procedure for liquefaction assessment

Soil dynamics and earthquake engineering (1984), 2020-04, Vol.131, p.106063, Article 106063

2020

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A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses

Tunnelling and underground space technology, 2020-05, Vol.99, p.103375, Article 103375

2020

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Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment

Soil dynamics and earthquake engineering (1984), 2017-01, Vol.92, p.573-584

2017

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Dynamic characteristics of natural kutch sandy soils

Soil dynamics and earthquake engineering (1984), 2019-10, Vol.125, p.105717, Article 105717

2019

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Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model

Journal of earthquake engineering : JEE, 2023-10, Vol.27 (13), p.3607-3631

2023

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A closed-form hydraulic-mechanical coupling solution of a circular tunnel in elastic-brittle-plastic rock mass

European journal of environmental and civil engineering, 2022-06, Vol.26 (8), p.3594-3611

2022

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Scrutiny of input motions for effective stress analysis of case-history sites from the 2010–2011 Canterbury earthquakes

Soil dynamics and earthquake engineering (1984), 2021-05, Vol.144, p.106670, Article 106670

2021

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A numerical approach to spherical indentation techniques for material property evaluation

Journal of the mechanics and physics of solids, 2005-09, Vol.53 (9), p.2037-2069

2005

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Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis

Bulletin of earthquake engineering, 2019-06, Vol.17 (6), p.2899-2933

2019

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A new effective stress method for nonlinear site response analyses

Mechanistic analysis of coal permeability evolution data under stress-controlled conditions

System response of liquefiable deposits

Bidirectional static loading tests on barrette piles. A case history from Ho Chi Minh City, Vietnam

Evaluation of vertical effective stress and pile lateral capacities considering scour-hole dimensions

Mechanical formation damage control in permeability Biot’s effective stress-sensitive oil reservoirs with source/sink term

Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions

Fabrication and performance evaluation of a novel FBG-based effective stress cell for directly measuring effective stress in saturated soils

The effective stress law for stress-sensitive transversely isotropic rocks

An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities

Experimental Validation of Terzaghi’s Effective Stress Principle for Gassy Sand

Accounting for the microstructure for the prediction of unsaturated shear strength of remolded fine-grained soils

Use of Fourier phase characteristics and effective stress analyses for post-earthquake ground motion estimation: application to ESG6 blind prediction steps 2&3 dataset and JMA accelerometric data

On the origin of the strain hardening mechanisms of Ni20Cr alloy manufactured by laser powder bed fusion

The Effect of Mineral Dissolution on the Effective Stress Law for Permeability in a Tight Sandstone

The Effect of Soil Liquefaction and Lateral Spreading to the Seismic Vulnerability of RC Frame Buildings Considering SSI

A CPT-based effective stress analysis procedure for liquefaction assessment

A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses

Finite element modeling of soil-pile response subjected to liquefaction-induced lateral spreading in a large-scale shake table experiment

Dynamic characteristics of natural kutch sandy soils

Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model

A closed-form hydraulic-mechanical coupling solution of a circular tunnel in elastic-brittle-plastic rock mass

Scrutiny of input motions for effective stress analysis of case-history sites from the 2010–2011 Canterbury earthquakes

A numerical approach to spherical indentation techniques for material property evaluation

Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis

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