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SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard

Soil dynamics and earthquake engineering (1984), 2018-12, Vol.115, p.698-709

2018

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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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Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils

Journal of geotechnical and geoenvironmental engineering, 2001-10, Vol.127 (10), p.817-833

2001

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Inclined Plane Studies of the Newmark Sliding Block Procedure

Journal of geotechnical and geoenvironmental engineering, 2003-08, Vol.129 (8), p.673-684

2003

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Dataset on SPT-based seismic soil liquefaction

Data in brief, 2018-10, Vol.20, p.544-548

2018

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Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey

Journal of geotechnical and geoenvironmental engineering, 2004-07, Vol.130 (7), p.673-685

2004

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The use of the SPT-based seismic soil liquefaction triggering evaluation methodology in engineering hazard assessments

MethodsX, 2018-01, Vol.5, p.1556-1575

2018

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Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods

Journal of geotechnical and geoenvironmental engineering, 1999-01, Vol.125 (1), p.26-37

1999

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Probabilistic models for the initiation of seismic soil liquefaction

Structural safety, 2002, Vol.24 (1), p.67-82

2002

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Shaking Table Modeling of Seismically Induced Deformations in Slopes

Journal of geotechnical and geoenvironmental engineering, 2005-05, Vol.131 (5), p.610-622

2005

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Multi-directional cyclic p–y curves for soft clays

Ocean engineering, 2016-03, Vol.115, p.1-18

2016

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Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake

Journal of geotechnical and geoenvironmental engineering, 2004-12, Vol.130 (12), p.1300-1313

2004

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Factors Affecting Apparent Position of Steady-State Line

Journal of geotechnical and geoenvironmental engineering, 1997-03, Vol.123 (3), p.281-288

1997

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Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi–Chi (Taiwan) earthquake

Soil dynamics and earthquake engineering (1984), 2004-10, Vol.24 (9), p.647-657

2004

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Probabilistic Model for the Assessment of Cyclically Induced Reconsolidation (Volumetric) Settlements

Journal of geotechnical and geoenvironmental engineering, 2009-03, Vol.135 (3), p.387-398

2009

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Interaction between the US Army Corps of Engineers and the Orleans Levee Board preceding the drainage canal wall failures and catastrophic flooding of New Orleans in 2005

Water policy, 2015-01, Vol.17 (4), p.707-723

2015

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Seismic Soil-Structure Interaction in Buildings. II: Empirical Findings

Journal of geotechnical and geoenvironmental engineering, 1999-01, Vol.125 (1), p.38-48

1999

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Dynamic Properties of Solid Waste Based on Back-Analysis of OII Landfill

Journal of geotechnical and geoenvironmental engineering, 1998-03, Vol.124 (3), p.211-222

1998

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Probabilistic Models for Cyclic Straining of Saturated Clean Sands

Journal of geotechnical and geoenvironmental engineering, 2009-03, Vol.135 (3), p.371-386

2009

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Nonlinear shear mass participation factor ( rd) for cyclic shear stress ratio evaluation

Soil dynamics and earthquake engineering (1984), 2004-02, Vol.24 (2), p.103-113

2004

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Introduction of T. L. Youd

Journal of geotechnical and geoenvironmental engineering, 2005-07, Vol.131 (7), p.810-810

Seed, Raymond B.

2005

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Using buttress walls to reduce excavation-induced movements

Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 2008-08, Vol.161 (4), p.209-222

2008

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Liquefaction-induced ground deformations at Hotel Sapanca during Kocaeli (Izmit),Turkey earthquake

Soil dynamics and earthquake engineering (1984), 2002-10, Vol.22 (9), p.1083-1092

2002

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Examination of differences between three SPT-based seismic soil liquefaction triggering relationships

Soil dynamics and earthquake engineering (1984), 2018-10, Vol.113, p.75-86

2018

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Closure to “Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey” by Jonathan D. Bray, Rodolfo B. Sancio, Turan Durgunoglu, Akin Onalp, T. Leslie Youd, Jonathan P. Stewart, Raymond B. Seed, Onder K. Cetin, Ertan Bol, M. B. Baturay, C. Christensen, and T. Karadayilar

Journal of geotechnical and geoenvironmental engineering, 2006-04, Vol.132 (4), p.541-547

2006

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SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard

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

Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils

Inclined Plane Studies of the Newmark Sliding Block Procedure

Dataset on SPT-based seismic soil liquefaction

Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey

The use of the SPT-based seismic soil liquefaction triggering evaluation methodology in engineering hazard assessments

Seismic Soil-Structure Interaction in Buildings. I: Analytical Methods

Probabilistic models for the initiation of seismic soil liquefaction

Shaking Table Modeling of Seismically Induced Deformations in Slopes

Multi-directional cyclic p–y curves for soft clays

Liquefaction-Induced Lateral Spreading at Izmit Bay During the Kocaeli (Izmit)-Turkey Earthquake

Factors Affecting Apparent Position of Steady-State Line

Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi–Chi (Taiwan) earthquake

Probabilistic Model for the Assessment of Cyclically Induced Reconsolidation (Volumetric) Settlements

Interaction between the US Army Corps of Engineers and the Orleans Levee Board preceding the drainage canal wall failures and catastrophic flooding of New Orleans in 2005

Seismic Soil-Structure Interaction in Buildings. II: Empirical Findings

Dynamic Properties of Solid Waste Based on Back-Analysis of OII Landfill

Probabilistic Models for Cyclic Straining of Saturated Clean Sands

Nonlinear shear mass participation factor ( rd) for cyclic shear stress ratio evaluation

Introduction of T. L. Youd

Using buttress walls to reduce excavation-induced movements

Liquefaction-induced ground deformations at Hotel Sapanca during Kocaeli (Izmit),Turkey earthquake

Examination of differences between three SPT-based seismic soil liquefaction triggering relationships

Closure to “Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey” by Jonathan D. Bray, Rodolfo B. Sancio, Turan Durgunoglu, Akin Onalp, T. Leslie Youd, Jonathan P. Stewart, Raymond B. Seed, Onder K. Cetin, Ertan Bol, M. B. Baturay, C. Christensen, and T. Karadayilar

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