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Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling

Journal of geotechnical and geoenvironmental engineering, 2014-10, Vol.140 (10)

2014

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Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings

Journal of geotechnical and geoenvironmental engineering, 2013-10, Vol.139 (10), p.1789-1801

2013

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Lateral spreading near deep foundations and influence of soil permeability

Canadian geotechnical journal, 2017-06, Vol.54 (6), p.846-861

2017

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Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Journal of geotechnical and geoenvironmental engineering, 2004-12, Vol.130 (12), p.1314-1340

2004

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Factors affecting stress distribution of a 3×3 pile group in dry sand based on three-dimensional large shaking table tests

Soils and foundations, 2014-08, Vol.54 (4), p.699-712

2014

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Tsunami-induced overturning of buildings in Onagawa during the 2011 Tohoku earthquake

Earthquake spectra, 2016-11, Vol.32 (4), p.1989-2007

2016

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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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Numerical evaluation of pile group effect of a composite group

Soils and foundations, 2018-08, Vol.58 (4), p.1059-1067

2018

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Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments

Journal of geotechnical and geoenvironmental engineering, 2019-10, Vol.145 (10)

2019

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Pore Water Pressure Response Around Pile and its Effects on P-Y behavior During Soil Liquefaction

Soils and foundations, 2004-12, Vol.44 (6), p.101-110

2004

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Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Journal of geotechnical and geoenvironmental engineering, 2013-03, Vol.139 (3), p.407-419

2013

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Three-dimensional VS profiling using microtremors in Kushiro, Japan

Earthquake engineering & structural dynamics, 2008-05, Vol.37 (6), p.845-859

2008

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Comparison of Equivalent Linear and Nonlinear Site Response Analysis Results and Model to Estimate Maximum Shear Strain

Earthquake spectra, 2015-12, Article 021215EQS029M

2015

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S-Wave Velocity Profiling by Joint Inversion of Microtremor Dispersion Curve and Horizontal-to-Vertical (H/V) Spectrum

Bulletin of the Seismological Society of America, 2005-10, Vol.95 (5), p.1766-1778

Arai, H.

2005

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Ultimate Response of Superstructure Supported by Spread Foundation During Strong Earthquakes

Journal of disaster research, 2012-12, Vol.7 (6), p.718-725

2012

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Centrifuge Tests of Impulsive Vertical Acceleration Generated by Foundation Uplift During Strong Shaking

SOILS AND FOUNDATIONS, 2011, Vol.51(3), pp.411-422

2011

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正負交番鉛直荷重がスパイラル状の羽根を有する回転杭および直杭の鉛直支持力・引抜き抵抗力に与える影響

日本建築学会構造系論文集, 2016, Vol.81(722), pp.725-733

2016

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Comparison of equivalent linear and nonlinear site response analysis results and model to estimate maximum shear strain

Earthquake spectra, 2016-08, Vol.32 (3), p.1867-1887

2016

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転倒モーメントが群杭内水平力分担に与える影響に関する実験及び解析的検討

日本建築学会構造系論文集, 2015/03/30, Vol.80(709), pp.427-434

2015

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Liquefaction-induced settlement and tilting of buildings with shallow foundations based on field and laboratory observation

Soil dynamics and earthquake engineering (1984), 2019-09, Vol.124, p.268-279

2019

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Geoengineering and seismological aspects of the Niigata-ken Chuetsu-Oki earthquake of 16 July 2007

Earthquake spectra, 2009-11, Vol.25 (4), p.777-802

2009

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スパイラル状の羽根を有する回転杭の貫入トルク及び周面抵抗力に関する実大実験

日本建築学会構造系論文集, 2015, Vol.80(714), pp.1287-1295

2015

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スパイラル状の羽根を有する回転杭の貫入及び周面摩擦支持力に関する模型実験

日本建築学会構造系論文集, 2014/12/30, Vol.79(706), pp.1825-1833

2014

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S-Wave Velocity Profiling by Inversion of Microtremor H/V Spectrum

Bulletin of the Seismological Society of America, 2004-02, Vol.94 (1), p.53-63

Arai, H.

2004

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Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake

Soils and foundations, 2012-10, Vol.52 (5), p.956-974

2012

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Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling

Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings

Lateral spreading near deep foundations and influence of soil permeability

Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Factors affecting stress distribution of a 3×3 pile group in dry sand based on three-dimensional large shaking table tests

Tsunami-induced overturning of buildings in Onagawa during the 2011 Tohoku earthquake

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

Numerical evaluation of pile group effect of a composite group

Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments

Pore Water Pressure Response Around Pile and its Effects on P-Y behavior During Soil Liquefaction

Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Three-dimensional VS profiling using microtremors in Kushiro, Japan

Comparison of Equivalent Linear and Nonlinear Site Response Analysis Results and Model to Estimate Maximum Shear Strain

S-Wave Velocity Profiling by Joint Inversion of Microtremor Dispersion Curve and Horizontal-to-Vertical (H/V) Spectrum

Ultimate Response of Superstructure Supported by Spread Foundation During Strong Earthquakes

Centrifuge Tests of Impulsive Vertical Acceleration Generated by Foundation Uplift During Strong Shaking

正負交番鉛直荷重がスパイラル状の羽根を有する回転杭および直杭の鉛直支持力・引抜き抵抗力に与える影響

Comparison of equivalent linear and nonlinear site response analysis results and model to estimate maximum shear strain

転倒モーメントが群杭内水平力分担に与える影響に関する実験及び解析的検討

Liquefaction-induced settlement and tilting of buildings with shallow foundations based on field and laboratory observation

Geoengineering and seismological aspects of the Niigata-ken Chuetsu-Oki earthquake of 16 July 2007

スパイラル状の羽根を有する回転杭の貫入トルク及び周面抵抗力に関する実大実験

スパイラル状の羽根を有する回転杭の貫入及び周面摩擦支持力に関する模型実験

S-Wave Velocity Profiling by Inversion of Microtremor H/V Spectrum

Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake

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