Pooneh Maghoul

ORCID: 0000-0003-0457-3968
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About
Contact & Profiles
Research Areas
  • Geotechnical Engineering and Underground Structures
  • Climate change and permafrost
  • Numerical methods in engineering
  • Ultrasonics and Acoustic Wave Propagation
  • Geotechnical Engineering and Soil Mechanics
  • Soil and Unsaturated Flow
  • Geothermal Energy Systems and Applications
  • Seismic Imaging and Inversion Techniques
  • Smart Materials for Construction
  • Geotechnical Engineering and Soil Stabilization
  • Seismic Waves and Analysis
  • Cryospheric studies and observations
  • Grouting, Rheology, and Soil Mechanics
  • Planetary Science and Exploration
  • Geophysical Methods and Applications
  • CO2 Sequestration and Geologic Interactions
  • Landslides and related hazards
  • Drilling and Well Engineering
  • Microbial Applications in Construction Materials
  • Geotechnical and Geomechanical Engineering
  • Structural Health Monitoring Techniques
  • Geological Modeling and Analysis
  • Acoustic Wave Phenomena Research
  • Dam Engineering and Safety
  • Seismic Performance and Analysis

Polytechnique Montréal
2021-2025

United Nations University Institute for Water, Environment, and Health
2025

University of Manitoba
2017-2024

Royal Military College of Canada
2024

Matrix Engineering (United States)
2024

Carleton University
2024

Canadian Space Agency
2023

Aecom (Canada)
2023

SoilVision Systems (Canada)
2013

Université Laval
2012

Microbially induced calcium carbonate precipitation (MICP) is a nature-based technique that has been developed over the past two decades for soil stabilization. However, use of MICP clay stabilization received limited attention in literature. On other hand, utilization nanomaterials, such as nano-silica (nano-SiO2), explored numerous studies This paper investigates effect nano-CaCO3 and nano-SiO2 on kaolinite clay. Nanoparticle-enhanced bio-cementation introduced to effectively improve...

10.1016/j.conbuildmat.2024.134939 article EN cc-by-nc-nd Construction and Building Materials 2024-01-13

Fatigue cracks, especially at their initial stage, can lead to a repetitive crack open-close breathing-like phenomenon in the vibration response of structural elements. As such, regularities, bi-linearity, or perturbations arise. Entropy be used quantify irregularity bi-linearity these responses since there is an apparent variation entropy values on two sides breathing crack. Here, we present new localisation method based spatially distributed approach coupled with empirical mode...

10.1080/10589759.2023.2274000 article EN Nondestructive Testing And Evaluation 2023-11-02

This paper aims to study the combined effects of incident wave angularity and geometrical characteristics on seismic spectral response curved valleys filled with alluvium. The parametric studies were carried out using a numerical tool, called HYBRID, which combines Finite Element Method (FEM) Boundary (BEM) model near field far field, respectively. Some criteria provided considering coupled angles, topographical site response. will help engineers in assessing soil-structure interaction...

10.1080/13632469.2021.1913457 article EN Journal of Earthquake Engineering 2021-05-26

Abstract. The adverse effects of climate warming on the built environment in (sub-)arctic regions are unprecedented and accelerating. planning design climate-resilient northern infrastructure, as well predicting deterioration permafrost from model simulations, require characterizing sites accurately efficiently. Here, we propose a novel algorithm for analysis surface waves to quantitatively estimate physical mechanical properties site. We show existence two types Rayleigh (R1 R2; R1 travels...

10.5194/tc-16-1157-2022 article EN cc-by ˜The œcryosphere 2022-04-04
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