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Charts for Permanent Displacement-Based Seismic Design of Cantilever Retaining Walls

Journal of earthquake engineering : JEE, 2023-09, Vol.27 (12), p.3341-3361, Article 3341

2023

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A rate-dependent model for sand to predict constitutive response and instability onset

Acta geotechnica, 2021, Vol.16 (1), p.93-111

2021

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Deep Foundations for Infrastructure Development in India: Proceedings of DFI-India 2021 Annual Conference

1, 2023

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Analysis of buried pipelines subjected to reverse fault motion

Soil dynamics and earthquake engineering (1984), 2011-07, Vol.31 (7), p.930-940

2011

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GPR Signatures of Pipes and Walls with Emphasis on the Effect of Inclined Scanning Trajectory

Geotechnical and geological engineering, 2017-10, Vol.35 (5), p.1977-1989

2017

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Mechanical behaviour of granular media in flexible boundary plane strain conditions: experiment and level-set discrete element modelling

Acta geotechnica, 2021, Vol.16 (1), p.113-132

2021

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Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume 2

1st ed. 2020., 2020

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Investigation of Instabilities in Granular Media and Their Numerical Simulation

Indian Geotechnical Journal, 2021, Vol.51 (3), p.552-566

2021

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Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills

Soil dynamics and earthquake engineering (1984), 2023-08, Vol.171, p.107960, Article 107960

2023

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Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume 1

1, 2020

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Hard Sandwiched Soil Layer Detection Using Higher Mode in Active MASW Test

Geotechnical and geological engineering, 2024-06

2024

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GPR Data Analysis of Weak Signals Using Modified S-Transform

Geotechnical and geological engineering, 2015-10, Vol.33 (5), p.1167-1182

2015

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Development of Intermediate Microfabric in Kaolin Clay and Its Consolidation Behaviour

Geotechnical and geological engineering, 2013-02, Vol.31 (1), p.23-34

2013

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Estimation of Small-Strain Shear Modulus of Embankment Soils Before Construction Using Bender Elements in Compaction Test

Indian Geotechnical Journal, 2017-06, Vol.47 (2), p.208-217

2017

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Influence of toe condition on mechanical response of rigid-faced GRS walls

Acta geotechnica, 2024-08, Vol.19 (8), p.5733-5755

2024

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Variability in receivers responses of MASW test on undulated grounds: A numerical perspective

Journal of applied geophysics, 2024-07, Vol.226, p.105410, Article 105410

2024

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Deformation behaviour of rigid faced GRS walls in numerical simulation with bonded and frictional soil-reinforcement interfaces

International journal of geotechnical engineering, 2023-11, Vol.17 (7-10), p.778-797

2023

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Analysis of shear wave velocity estimation using MASW on sloping grounds

Acta geophysica, 2024-06

2024

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Evaluation of SASW Test Configurations and Associated Data Uncertainties in Generating Site Specific Dispersion Curves

SOILS AND FOUNDATIONS, 2009, Vol.49(5), pp.699-709

2009

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Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing

Soils and foundations, 2005-06, Vol.45 (3), p.71-82

2005

Volltextzugriff (PDF)

Seismic analysis of nailed soil slope considering interface effects

Soil dynamics and earthquake engineering (1984), 2017-09, Vol.100, p.480-491

2017

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Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key

Soil dynamics and earthquake engineering (1984), 2020-03, Vol.130, p.105966, Article 105966

2020

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Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress

Acta geotechnica, 2015-10, Vol.10 (5), p.607-622

2015

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Drained instability analysis of sand under biaxial loading using a 3D material model

Computers and geotechnics, 2016-10, Vol.79, p.130-145

2016

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Double wedge model for computing seismic sliding displacements of cantilever retaining walls

Soil dynamics and earthquake engineering (1984), 2019-01, Vol.116, p.570-579

2019

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Charts for Permanent Displacement-Based Seismic Design of Cantilever Retaining Walls

A rate-dependent model for sand to predict constitutive response and instability onset

Deep Foundations for Infrastructure Development in India: Proceedings of DFI-India 2021 Annual Conference

Analysis of buried pipelines subjected to reverse fault motion

GPR Signatures of Pipes and Walls with Emphasis on the Effect of Inclined Scanning Trajectory

Mechanical behaviour of granular media in flexible boundary plane strain conditions: experiment and level-set discrete element modelling

Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume 2

Investigation of Instabilities in Granular Media and Their Numerical Simulation

Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills

Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume 1

Hard Sandwiched Soil Layer Detection Using Higher Mode in Active MASW Test

GPR Data Analysis of Weak Signals Using Modified S-Transform

Development of Intermediate Microfabric in Kaolin Clay and Its Consolidation Behaviour

Estimation of Small-Strain Shear Modulus of Embankment Soils Before Construction Using Bender Elements in Compaction Test

Influence of toe condition on mechanical response of rigid-faced GRS walls

Variability in receivers responses of MASW test on undulated grounds: A numerical perspective

Deformation behaviour of rigid faced GRS walls in numerical simulation with bonded and frictional soil-reinforcement interfaces

Analysis of shear wave velocity estimation using MASW on sloping grounds

Evaluation of SASW Test Configurations and Associated Data Uncertainties in Generating Site Specific Dispersion Curves

Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing

Seismic analysis of nailed soil slope considering interface effects

Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key

Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress

Drained instability analysis of sand under biaxial loading using a 3D material model

Double wedge model for computing seismic sliding displacements of cantilever retaining walls

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