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Discussion on “The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion” by A.N. Kounadis [Soil Dyn Earthq Eng 104 (2018) 1–14]

Soil dynamics and earthquake engineering (1984), 2018-01, Vol.104, p.369-369

Gazetas, G.

2018

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Slope Stabilizing Piles and Pile-Groups: Parametric Study and Design Insights

Journal of geotechnical and geoenvironmental engineering, 2011-07, Vol.137 (7), p.663-677

2011

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Seismic analysis of tall anchored sheet-pile walls

Soil dynamics and earthquake engineering (1984), 2016-12, Vol.91, p.209-221

2016

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Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests

Journal of geotechnical and geoenvironmental engineering, 2011-12, Vol.137 (12), p.1154-1168

2011

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Rocking isolation of low-rise frame structures founded on isolated footings

Earthquake engineering & structural dynamics, 2012-06, Vol.41 (7), p.1177-1197

2012

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Hybrid Method for Analysis and Design of Slope Stabilizing Piles

Journal of geotechnical and geoenvironmental engineering, 2012-01, Vol.138 (1), p.1-14

2012

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Nonlinear lateral stiffness and bearing capacity of suction caissons for offshore wind-turbines

Ocean engineering, 2018-12, Vol.170, p.445-465

2018

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Pullout of Steel Grids in Dense Sand: Experiments and Design Insights

Journal of geotechnical and geoenvironmental engineering, 2020-10, Vol.146 (10)

2020

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Performance of a buried pipeline along the dip of a slope experiencing accidental sliding

Géotechnique, 2018-11, Vol.68 (11), p.968-988

2018

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Seismic Behavior of Batter Piles: Elastic Response

Journal of geotechnical and geoenvironmental engineering, 2010-09, Vol.136 (9), p.1187-1199

2010

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Asymmetric ‘Newmark' sliding caused by motions containing severe ‘directivity' and ‘fling' pulses

Géotechnique, 2011-09, Vol.61 (9), p.733-756

2011

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Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments

Journal of geotechnical and geoenvironmental engineering, 2007-08, Vol.133 (8), p.943-958

2007

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Nonlinear rocking stiffness of foundations

Soil dynamics and earthquake engineering (1984), 2013-04, Vol.47, p.83-91

2013

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Evidence of significant forward rupture directivity aggravated by soil response in an Mw6 earthquake and the effects on monuments

Earthquake engineering & structural dynamics, 2017-10, Vol.46 (13), p.2103-2120

2017

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Soil failure can be used for seismic protection of structures

Bulletin of earthquake engineering, 2010-04, Vol.8 (2), p.309-326

2010

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Effects of Near-Fault Ground Shaking on Sliding Systems

Journal of geotechnical and geoenvironmental engineering, 2009-12, Vol.135 (12), p.1906-1921

2009

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Effective-stress seismic analysis of a gravity multi-block quay wall

Soil dynamics and earthquake engineering (1984), 2018-12, Vol.115, p.378-393

2018

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Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand

Journal of geotechnical and geoenvironmental engineering, 2012-11, Vol.138 (11), p.1369-1386

2012

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Insight into seismic earth and water pressures against caisson quay walls

Géotechnique, 2008-03, Vol.58 (2), p.95-111

2008

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Discrete modelling of vertical track–soil coupling for vehicle–track dynamics

Soil dynamics and earthquake engineering (1984), 2011-12, Vol.31 (12), p.1711-1723

2011

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3–storey building subjected to reverse faulting: Analysis and experiments

Soil dynamics and earthquake engineering (1984), 2020-11, Vol.138, p.106297, Article 106297

2020

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Seismic Rocking Isolation of an Asymmetric Frame on Spread Footings

Journal of geotechnical and geoenvironmental engineering, 2014-01, Vol.140 (1), p.133-151

2014

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Rocking-isolated frame structures: Margins of safety against toppling collapse and simplified design approach

Soil dynamics and earthquake engineering (1984), 2012, Vol.32 (1), p.87-102

2012

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Nonlinear Dimensional Analysis of Trapezoidal Valleys Subjected to Vertically Propagating SV Waves

Bulletin of the Seismological Society of America, 2012-06, Vol.102 (3), p.999-1017

2012

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Interaction of piled foundation with a rupturing normal fault

Géotechnique, 2013-09, Vol.63 (12), p.1042-1059

2013

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Discussion on “The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion” by A.N. Kounadis [Soil Dyn Earthq Eng 104 (2018) 1–14]

Slope Stabilizing Piles and Pile-Groups: Parametric Study and Design Insights

Seismic analysis of tall anchored sheet-pile walls

Simplified Constitutive Model for Simulation of Cyclic Response of Shallow Foundations: Validation against Laboratory Tests

Rocking isolation of low-rise frame structures founded on isolated footings

Hybrid Method for Analysis and Design of Slope Stabilizing Piles

Nonlinear lateral stiffness and bearing capacity of suction caissons for offshore wind-turbines

Pullout of Steel Grids in Dense Sand: Experiments and Design Insights

Performance of a buried pipeline along the dip of a slope experiencing accidental sliding

Seismic Behavior of Batter Piles: Elastic Response

Asymmetric ‘Newmark' sliding caused by motions containing severe ‘directivity' and ‘fling' pulses

Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments

Nonlinear rocking stiffness of foundations

Evidence of significant forward rupture directivity aggravated by soil response in an Mw6 earthquake and the effects on monuments

Soil failure can be used for seismic protection of structures

Effects of Near-Fault Ground Shaking on Sliding Systems

Effective-stress seismic analysis of a gravity multi-block quay wall

Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand

Insight into seismic earth and water pressures against caisson quay walls

Discrete modelling of vertical track–soil coupling for vehicle–track dynamics

3–storey building subjected to reverse faulting: Analysis and experiments

Seismic Rocking Isolation of an Asymmetric Frame on Spread Footings

Rocking-isolated frame structures: Margins of safety against toppling collapse and simplified design approach

Nonlinear Dimensional Analysis of Trapezoidal Valleys Subjected to Vertically Propagating SV Waves

Interaction of piled foundation with a rupturing normal fault

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