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Author: Bipul Hawlader

ORCID logo ORCID: 0000-0001-9392-1498

Winnipeg 2025

Establishment of initial stress conditions for large deformation finite element analysis
Shishir Amit, Ripon Karmaker, Rajib Dey, Bipul Hawlader ORCID logo

A CASE STUDY ON THE CHARACTERIZATION OF INTERMEDIATE GEOMATERIAL
Ripon Karmaker, Paul Deering, Arun Valsangkar, Bipul Hawlader ORCID logo

Calgary 2022

Simulation of some debris flows in Klanawa watershed in Vancouver, British Columbia
Arijit Biswas Arghya, Richard Guthrie, Graham Knibbs, Bipul Hawlader ORCID logo

Numerical Investigation of Stress and Strain Nonuniformities in Direct Simple Shear Sample and Its Effects on Overall Stress-Strain Behaviour
Sudipta Bhowmick, Bipul Hawlader ORCID logo

Niagara Falls 2021

Two-dimensional finite element modelling of field vane shear test in sensitive clay
Pritam Kundu, Ripon Karmaker, Bipul Hawlader ORCID logo

A LANDSLIDE CASE STUDY IN LACUSTRINE/MARINE CLAY DEPOSITS IN WESTERN NEWFOUNDLAND--FIELD OBSERVATION AND NUMERICAL ANALYSIS
Ripon Karmaker, Rajib Dey, Paul Deering, Bipul Hawlader ORCID logo

St. John's 2019

Some aspects of offshore pipeline design against upheaval buckling
Rabindra Subedi, Ashutosh Dhar, Bipul Hawlader ORCID logo

Finite element modeling of jacked piles in clay and loose sand
Ripon Karmaker, Chen Wang, Bipul Hawlader ORCID logo

Modeling of seepage using a Eulerian-based finite element method
Jin Chen, Chen Wang, Kshama Roy, Kenton Pike, Bipul Hawlader ORCID logo

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 ORCID logo

Dynamic behaviour of dry sand in simple shear loading at a wide range of normal stresses
Mahmud Al Tarhouni, Anup Fouzder, Ashutosh Dhar, Bipul Hawlader ORCID logo

Edmonton 2018

Modelling of vertical piles subjected to a clay crust movement over a liquefied soil
Ripon Karmaker, Sujan Dutta, Bipul Hawlader ORCID logo

Numerical Modelling of Oblique Pipe–Soil Interaction in Dense Sand
MD Anan Morshed, Kshama Roy, Ashutosh Sutra Dhar, Bipul Hawlader ORCID logo

A comparison using two numerical approaches for modelling the impact of submarine landslides on suspended pipelines
Diponkar Saha, Sujan Dutta, Ashutosh Dhar, Bipul Hawlader ORCID logo

Ottawa 2017

Finite Element Analysis of Upheaval Buckling of Submarine Pipelines with Initial Imperfection
Riyadul Arman, Kshama Roy, Ashutosh Dhar, Bipul Hawlader ORCID logo

Finite element modeling of progressive and retrogressive failure of submarine slopes for varying angle of inclination
Shubhagata Roy, Bipul Hawlader ORCID logo

Direct Simple Shear and Triaxial Compression Tests on Dense Silica Sand at Low Effective Stress
Mahmud Al Tarhouni, Anup Fouzder, Ashutosh Dhar, Bipul Hawlader ORCID logo

Vancouver 2016

Finite Element Simulation of the 2010 Saint-Jude Landslide in Quebec
Chen Wang, Didier Perret, Bipul Hawlader ORCID logo

Pseudostatic Seismic Slope Stability Analyses using a Large Deformation Finite Element Modeling Technique
Naveel Islam, Bipul Hawlader ORCID logo

Comparison of the Implicit and Explicit Finite Element Methods in Abaqus based on Penetration of Cylindrical Objects into Seabed
Sujan Dutta, Bipul Hawlader ORCID logo

3D Modeling of Lateral Behavior of Surface Laid Pipelines
John Barrett, Ryan Phillips, Gerry Piercey, Bipul Hawlader ORCID logo

Québec City 2015

STRESS–STRAIN BEHAVIOUR OF A CLAYEY SILT IN TRIAXIAL TESTS
Rajith Dayarathne, Bipul Hawlader ORCID logo

SOIL FAILURE MECHANISM FOR LATERAL AND UPWARD PIPELINE–SOIL INTERACTION ANALYSIS IN DENSE SAND
Kshama Roy, Shawn Kenny, Bipul Hawlader ORCID logo

INTEGRATED FRAMEWORK IN SUPPORT OF PIPELINE ENGINEERING DESIGN FOR GEOHZARDS
Shawn Kenny, Pijush Debnath, Kenton Pike, Bipul Hawlader ORCID logo

SOME FACTORS AFFECTING RETROGRESSIVE FAILURE OF SENSITIVE CLAY SLOPES USING LARGE DEFORMATION FINITE ELEMENT MODELING
Chen Wang, Biswajit Saha, Bipul Hawlader ORCID logo

PHYSICAL MODELLING OF SUBMARINE GASSY SLOPE FAILURES
Ryan Phillips, Shantanu Kar, Bipul Hawlader ORCID logo

Regina 2014

Slope Stability Analysis using a Large Deformation Finite Element Modeling Technique
Biswajit Saha, Rajib Dey, Rodney McAffee, Bipul Hawlader ORCID logo

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