Author: Bipul Hawlader
Modeling of Earthquake Induced Pore Pressure and Submarine Slope Stability AnalysisRajib Dey, Bipul Hawlader, Ryan Phillips, Kenichi Soga (GEO2011)
Centrifuge modeling of subaqueous and subaerial landslides impact on suspended pipelines
Ken Chi, Arash Zakeri, Bipul Hawlader (GEO2011)
Ice gouging analysis using NorSand critical state soil model
Farzad Eskandari, Ryan Phillips, Bipul Hawlader (GEO2011)
Finite Element Analyses of Seabed Response to Ice Keel Gouging
Farzad Eskandari, Ryan Phillips, Bipul Hawlader (GeoManitoba 2012)
Finite Element Modelling of Steel Pile Foundation in Sand Under Lateral Load
Md. Iftekharuzzaman, Bipul Hawlader (GeoManitoba 2012)
Finite Element Modelling of Steel Pile Foundation in Sand Under Lateral Load
Md. Iftekharuzzaman, Bipul Hawlader (GeoManitoba 2012)
Advanced analysis of pipe/soil interaction accounting for strain localization
Kenton Pike, Shawn Kenny, Bipul Hawlader (GeoMontréal 2013)
Slope Stability Analysis using a Large Deformation Finite Element Modeling Technique
Biswajit Saha, Bipul Hawlader, Rajib Dey, Rodney McAffee (GeoRegina 2014)
STRESS–STRAIN BEHAVIOUR OF A CLAYEY SILT IN TRIAXIAL TESTS
Rajith Dayarathne, Bipul Hawlader (GeoQuébec 2015)
PHYSICAL MODELLING OF SUBMARINE GASSY SLOPE FAILURES
Ryan Phillips, Shantanu Kar, Bipul Hawlader (GeoQuébec 2015)
SOME FACTORS AFFECTING RETROGRESSIVE FAILURE OF SENSITIVE CLAY SLOPES USING LARGE DEFORMATION FINITE ELEMENT MODELING
Chen Wang, Biswajit Saha, Bipul Hawlader (GeoQuébec 2015)
INTEGRATED FRAMEWORK IN SUPPORT OF PIPELINE ENGINEERING DESIGN FOR GEOHZARDS
Shawn Kenny, Pijush Debnath, Kenton Pike, Bipul Hawlader (GeoQuébec 2015)
SOIL FAILURE MECHANISM FOR LATERAL AND UPWARD PIPELINE–SOIL INTERACTION ANALYSIS IN DENSE SAND
Kshama Roy, Bipul Hawlader, Shawn Kenny (GeoQuébec 2015)
Direct Simple Shear and Triaxial Compression Tests on Dense Silica Sand at Low Effective Stress
Mahmud Al Tarhouni, Anup Fouzder, Bipul Hawlader, Ashutosh Dhar (GeoOttawa 2017)
Finite element modeling of progressive and retrogressive failure of submarine slopes for varying angle of inclination
Shubhagata Roy, Bipul Hawlader (GeoOttawa 2017)
Finite Element Analysis of Upheaval Buckling of Submarine Pipelines with Initial Imperfection
Riyadul Arman, Kshama Roy, Bipul Hawlader, Ashutosh Dhar (GeoOttawa 2017)
A comparison using two numerical approaches for modelling the impact of submarine landslides on suspended pipelines
Diponkar Saha, Bipul Hawlader, Sujan Dutta, Ashutosh Dhar (GeoEdmonton 2018)
Modelling of vertical piles subjected to a clay crust movement over a liquefied soil
Ripon Karmaker, Bipul Hawlader, Sujan Dutta (GeoEdmonton 2018)
Numerical Modelling of Oblique Pipe–Soil Interaction in Dense Sand
MD Anan Morshed, Kshama Roy, Bipul Hawlader, Ashutosh Sutra Dhar (GeoEdmonton 2018)
Dynamic behaviour of dry sand in simple shear loading at a wide range of normal stresses
Mahmud Al Tarhouni, Bipul Hawlader, Anup Fouzder, Ashutosh Dhar (GeoSt. John's 2019)
Modeling the Impact of Earthquake-Induced Sensitive Clay Landslide on an Exposed Pipeline Using a Large Deformation Finite Element Method
Naveel Islam, Kshama Roy, Bipul Hawlader (GeoSt. John's 2019)
Modeling of seepage using a Eulerian-based finite element method
Jin Chen, Bipul Hawlader, Chen Wang, Kshama Roy, Kenton Pike (GeoSt. John's 2019)
Finite element modeling of jacked piles in clay and loose sand
Ripon Karmaker, Bipul Hawlader, Chen Wang (GeoSt. John's 2019)
Some aspects of offshore pipeline design against upheaval buckling
Rabindra Subedi, Bipul Hawlader, Ashutosh Dhar (GeoSt. John's 2019)
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