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An experimental study on effects of interactions of ambient parameters on permeability of geosynthetic clay liners

Case studies in chemical and environmental engineering, 2024-12, Vol.10, p.100901, Article 100901

2024

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Evaluation of variation of permeability in liquefiable soil under earthquake loading

Computers and geotechnics, 2012-03, Vol.40, p.74-88

2012

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Experimental study of self-healing capacity of geosynthetic clay liners under leachate

Arabian journal of geosciences, 2022, Vol.15 (19), Article 1563

2022

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Large Deformation Finite Element Modeling of Rubble Mound Breakwater Built on Soft Seabed Using Coupled Eulerian–Lagrangian Method

Indian Geotechnical Journal, 2021-04, Vol.51 (2), p.315-328

2021

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Experimental Study of Rubble Mound Behavior on the Very Soft Soil Seabed

Transportation infrastructure geotechnology, 2021-06, Vol.8 (2), p.305-328

2021

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Study of pore pressure variation during liquefaction using two constitutive models for sand

Soil dynamics and earthquake engineering (1984), 2007, Vol.27 (1), p.60-72

2007

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Analytical solution for active pressure of narrow backfills considering arching effect

Engineering computations, 2021-01, Vol.38 (1), p.221-241

2021

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Numerical investigation of anchored soldier pile wall performance in the presence of surcharge

International journal of geotechnical engineering, 2019-03, Vol.13 (2), p.162-171

2019

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Investigation of liquefaction‐induced lateral spreading of gently sloping grounds using a variable permeability model

International journal for numerical and analytical methods in geomechanics, 2021-08, Vol.45 (12), p.1809-1832

2021

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Estimating liquefaction-induced settlement of shallow foundations by numerical approach

Computers and geotechnics, 2010-04, Vol.37 (3), p.267-279

2010

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Three-dimensional analysis of anchored wall with concrete bearing pads

Journal of Engineering, Design and Technology, 2020-10, Vol.18 (6), p.1469-1486

2020

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Centrifuge study of the mechanisms of rubble mounds sinking into soft clay seabeds in the construction stage

Ocean engineering, 2020-10, Vol.214, p.107622, Article 107622

2020

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Simple Equations for Estimating Bearing Capacity of Liquefiable Soils Underneath Shallow Foundations

Journal of earthquake engineering : JEE, 2022-04, Vol.26 (6), p.3184-3208

2022

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A performance-based approach for design of ground densification to mitigate liquefaction

Soil dynamics and earthquake engineering (1984), 2016-11, Vol.90, p.381-394

2016

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Investigation of optimum compaction pattern in dynamic compaction operation using numerical simulation of adjacent impacts

Geomechanics and geoengineering : an international journal, 2022-07, Vol.17 (4), p.1136-1150

2022

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Determination of apparent earth pressure diagram for anchored walls in c–φ soil with surcharge

World journal of engineering, 2020-07, Vol.17 (4), p.481-489

2020

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Effect of basal reinforcement on sinking and deformation of rubble mounds on a soft seabed

International journal of geotechnical engineering, 2022-09, Vol.16 (8), p.1032-1048

2022

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Effect of bedrock ridges on formation of earth fissures due to land subsidence

Bulletin of engineering geology and the environment, 2022-11, Vol.81 (11), Article 455

2022

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Centrifuge experimental study of behaviour of basal-reinforced rubble mound over soft soil

International journal of physical modelling in geotechnics, 2022-09, Vol.22 (5), p.224-241

2022

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Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance

Civil engineering infrastructures journal, 2021-12, Vol.54 (2), p.331-350

2021

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Separation as a solution for deformation control and material loss reduction in rubble mound structures constructed on very soft clayey bed

Innovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE), 2021-03, Vol.6 (1), Article 11

2021

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Numerical study of the coupled hydro-mechanical effects in dynamic compaction of saturated granular soils

Computers and geotechnics, 2010-01, Vol.37 (1), p.10-24

2010

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Analytical solution for active earth pressure of c-φ soil considering arching effect

Geomechanics and geoengineering : an international journal, 2019-04, Vol.14 (2), p.71-84

2019

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Investigation of mechanical and durability properties of concrete made with a mixture of waste foundry sand and domestic treated wastewater

Australian journal of civil engineering, 2023-01, Vol.21 (1), p.98-115

2023

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Comparative Study of Anchored Wall Performance with Two Facing Designs

Civil engineering infrastructures journal, 2019-06, Vol.52 (1), p.23-40

2019

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An experimental study on effects of interactions of ambient parameters on permeability of geosynthetic clay liners

Evaluation of variation of permeability in liquefiable soil under earthquake loading

Experimental study of self-healing capacity of geosynthetic clay liners under leachate

Large Deformation Finite Element Modeling of Rubble Mound Breakwater Built on Soft Seabed Using Coupled Eulerian–Lagrangian Method

Experimental Study of Rubble Mound Behavior on the Very Soft Soil Seabed

Study of pore pressure variation during liquefaction using two constitutive models for sand

Analytical solution for active pressure of narrow backfills considering arching effect

Numerical investigation of anchored soldier pile wall performance in the presence of surcharge

Investigation of liquefaction‐induced lateral spreading of gently sloping grounds using a variable permeability model

Estimating liquefaction-induced settlement of shallow foundations by numerical approach

Three-dimensional analysis of anchored wall with concrete bearing pads

Centrifuge study of the mechanisms of rubble mounds sinking into soft clay seabeds in the construction stage

Simple Equations for Estimating Bearing Capacity of Liquefiable Soils Underneath Shallow Foundations

A performance-based approach for design of ground densification to mitigate liquefaction

Investigation of optimum compaction pattern in dynamic compaction operation using numerical simulation of adjacent impacts

Determination of apparent earth pressure diagram for anchored walls in c–φ soil with surcharge

Effect of basal reinforcement on sinking and deformation of rubble mounds on a soft seabed

Effect of bedrock ridges on formation of earth fissures due to land subsidence

Centrifuge experimental study of behaviour of basal-reinforced rubble mound over soft soil

Numerical Investigation of Nailing Pattern Effect on Nailed Wall Performance

Separation as a solution for deformation control and material loss reduction in rubble mound structures constructed on very soft clayey bed

Numerical study of the coupled hydro-mechanical effects in dynamic compaction of saturated granular soils

Analytical solution for active earth pressure of c-φ soil considering arching effect

Investigation of mechanical and durability properties of concrete made with a mixture of waste foundry sand and domestic treated wastewater

Comparative Study of Anchored Wall Performance with Two Facing Designs

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