Development of a Finite Element Model to Study the Settlement of Ballasted Railway Tracks Subjected to Two Adjacent Moving Trains
Transportation Infrastructure Geotechnology, 10, (5), 733–748
Development of a Finite Element Model to Study the Settlement of Ballasted Railway Tracks Subjected to Two Adjacent Moving Trains
Calibration of a Finite Element Model to Predict the Dynamic Response of a Railway Track Bed Subjected to Low‑ and High‑Speed Moving Train Loads
Transportation Infrastructure Geotechnology, 10, (3), 504–520
Calibration of a Finite Element Model to Predict the Dynamic Response of a Railway Track Bed Subjected to Low‑ and High‑Speed Moving Train Loads
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration
Bulletin of Earthquake Engineering, 21, (1), 3969-3990
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration
Interference of Surface and Embedded Three Strip Footings in Undrained Condition
Transportation Infrastructure Geotechnology, 9, (1), 250–267
Interference of Surface and Embedded Three Strip Footings in Undrained Condition
A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes
Journal of Pipeline Science and Engineering, 2, (1), 87-96
A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes
Development of an optimized model to compute the undrained shaft friction adhesion factor of bored piles
Geomechanics and Engineering, 28, (4), 397-404
Development of an optimized model to compute the undrained shaft friction adhesion factor of bored piles
Explicit soft computing model to predict the undrained bearing capacity of footing resting on aggregate pier reinforced cohesive ground
Innovative Infrastructure Solutions, 7, (1), 105
Explicit soft computing model to predict the undrained bearing capacity of footing resting on aggregate pier reinforced cohesive ground
Surrogate models to predict maximum dry unit weight, optimum moisture content and California bearing ratio form grain size distribution curve
Road Materials and Pavement Design, 23, (12), 2733-2750
Surrogate models to predict maximum dry unit weight, optimum moisture content and California bearing ratio form grain size distribution curve
Soft computing of the recompression index of fine-grained soils
Soft Computing, 25, (1), 15297–15312
Soft computing of the recompression index of fine-grained soils
Tire Derived Aggregate as a Sustainable Technique to Mitigate Transient Seismic Effect on Buried Concrete Pipes
Sustainable Cities and Resilience, Lecture Notes in Civil Engineering, 183, (1), 317-328
Tire Derived Aggregate as a Sustainable Technique to Mitigate Transient Seismic Effect on Buried Concrete Pipes
Evolutionary computing of the compression index of fine-grained soils
Arabian Journal of Geosciences, 14, (1), 2040
Evolutionary computing of the compression index of fine-grained soils
Numerical Simulations of the Seismic Response of a RC Structure Resting on Liquefiable Soil
Buildings, 11, (1), 379
Numerical Simulations of the Seismic Response of a RC Structure Resting on Liquefiable Soil
Numerical investigation of skimming flow characteristics over non‑uniform gabion‑stepped spillways
Innovative Infrastructure Solutions, 6, (1), 225
Numerical investigation of skimming flow characteristics over non‑uniform gabion‑stepped spillways
Effect of Sand Percentage on the Compaction Properties and Undrained Shear Strength of Low Plasticity Clay
ARO, 9, (1), 16-20
Effect of Sand Percentage on the Compaction Properties and Undrained Shear Strength of Low Plasticity Clay
Influence of soil model complexity on the seismic response of shallow foundations
Geomechanics and Engineering, 24, (2), 193-203
Influence of soil model complexity on the seismic response of shallow foundations
Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake
Engineering with Computers, 38, (1), 437–448
Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods
Transportation Geotechnics, 24, (1), 100372
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods
Evaluation of the accuracy of commonly used empirical correlations in predicting the compression index of Iraqi fine‑grained soils
Innovative Infrastructure Solutions, 5, (1), 68
Evaluation of the accuracy of commonly used empirical correlations in predicting the compression index of Iraqi fine‑grained soils
Seismic settlement of a strip foundation resting on a dry sand
Natural Hazards, 103, (1), 2395–2425
Seismic settlement of a strip foundation resting on a dry sand
Numerical Analysis of the Interference of Two Active Machine Foundations
Geotechnical and Geological Engineering, 38, (1), 5043–5059
Numerical Analysis of the Interference of Two Active Machine Foundations
Dynamic response and design of a skirted strip foundation subjected to vertical vibration
Geomechanics and Engineering, 20, (4), 345-358
Dynamic response and design of a skirted strip foundation subjected to vertical vibration
Influence of Backfill Soil Saturation on the Structural Response of Buried Pipes
Transportation Infrastructure Geotechnology, 7, (1), 156 – 174
Influence of Backfill Soil Saturation on the Structural Response of Buried Pipes
Response of buried uPVC pipes subjected to earthquake shake
Innovative Infrastructure Solutions, 4, (1), 52
Response of buried uPVC pipes subjected to earthquake shake
Seismic response and design of buried concrete pipes subjected to soil loads
Tunnelling and Underground Space Technology, 93, (1), 103084
Seismic response and design of buried concrete pipes subjected to soil loads
Economical design of buried concrete pipes subjected to UK standard traffic loading
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 172, (2), 141 - 156
Economical design of buried concrete pipes subjected to UK standard traffic loading
Innovative approach to determine the minimum wall thickness of flexible buried pipes
Geomechanics and Engineering, 15, (2), 755 - 767
Innovative approach to determine the minimum wall thickness of flexible buried pipes
A comparative study of the response of buried pipes under static and moving loads
Transportation Geotechnics, 15, (1), 39 - 46
A comparative study of the response of buried pipes under static and moving loads
Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads
Tunnelling and Underground Space Technology, 71, (1), 567 - 578
Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads
The response of buried pipes to UK standard traffic loading
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 170, (1), 38 - 50
The response of buried pipes to UK standard traffic loading
Effect of Stress Level on Behavior of Bored Piles Embedded in Medium Sandy Soil
Engineering and Technology Journal, 31, (19), 29 - 43
Effect of Stress Level on Behavior of Bored Piles Embedded in Medium Sandy Soil
Effect of Stress Level of Surrounding Soil on Bored Pile Capacity in Sand
Engineering and Technology Journal, 31, (15), 2839 - 2859
Effect of Stress Level of Surrounding Soil on Bored Pile Capacity in Sand
