Mohammad Rezaei

ORCID: 0000-0002-0619-2846
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Mineral Processing and Grinding
  • Geotechnical Engineering and Analysis
  • Landslides and related hazards
  • Tunneling and Rock Mechanics
  • GNSS positioning and interference
  • Dam Engineering and Safety
  • Drilling and Well Engineering
  • Geomechanics and Mining Engineering
  • Soft Robotics and Applications
  • Geotechnical and Geomechanical Engineering
  • Geoscience and Mining Technology
  • Target Tracking and Data Fusion in Sensor Networks
  • Geotechnical Engineering and Underground Structures
  • Grouting, Rheology, and Soil Mechanics
  • Robot Manipulation and Learning
  • Energy Load and Power Forecasting
  • Sensorless Control of Electric Motors
  • Adaptive Control of Nonlinear Systems
  • Electric Motor Design and Analysis
  • Radar Systems and Signal Processing
  • Structural Response to Dynamic Loads
  • Stock Market Forecasting Methods
  • Guidance and Control Systems
  • Machine Fault Diagnosis Techniques

Tehran University of Medical Sciences
2025

University of Kurdistan
2016-2024

Obuda University
2024

University of Shahrood
2023

The University of Texas at Arlington
2021-2022

Malek Ashtar University of Technology
2011-2021

Persian Gulf University
2020

Kharazmi University
2012-2020

Iran University of Science and Technology
2013-2018

University of Tehran
2012-2015

A new approach to control, stabilization and disturbance rejection of attitude subsystem quadrotor is presented in this article. Analytical method used tune conventional structure PID controller. SISO implemented for control achieve desired objectives. The performance the designed evaluated through time domain factors such as overshoot, settling integral error index, robustness. comparison done between controller back-step applied main model quadrotor. results simulation show effectiveness scheme.

10.4236/ica.2013.43039 article EN cc-by Intelligent Control and Automation 2013-01-01

10.1016/j.ijrmms.2009.05.005 article EN International Journal of Rock Mechanics and Mining Sciences 2009-06-25

Bedrocks of engineering projects are commonly affected by freezing-thawing (F-T) process in mountainous areas. Consequently, determining the degradation rate rocks due to F-T cycles cold areas has a key role project design and its safety level. In this research, influence on some physico-mechanical characteristics three main Angouran mine (limestone, amphibolite-schist, mica-schist) was investigated. For purpose, unconfined compressive strength (UCS), Schmidt hardness, dry density, water...

10.1016/j.geoderma.2022.116209 article EN cc-by-nc-nd Geoderma 2022-10-22

In the primary and final designs of projects related to rock mechanics engineering geology, one key parameters that needs be taken into account is intact elastic modulus (E). To measure this parameter in a laboratory setting, core samples with high-quality costly tools are required, which also makes for time-consuming process. The aim study assess effectiveness two meta-heuristic-driven approaches predicting E. models proposed paper, based on integrated expert systems, hybridize adaptive...

10.3390/su15054230 article EN Sustainability 2023-02-26

Generally, longwall mining-induced stress results from the relaxation due to destressed zone that occurs above mined panel. Knowledge of induced is very important for accurate design adjacent gateroads and intervening pillars which helps raise safety productivity mining operations. This study presents a novel time-dependent analytical model determination investigates coefficient concentration over gates pillars. The developed based on strain energy balance in incorporated rheological...

10.1016/j.jrmge.2015.01.001 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2015-02-11

In this study, an enhanced short‐time Fourier transform (STFT)‐based jamming mitigation system which employs several windows to increase time–frequency ( t–f ) plane resolution is proposed. A technique for employing near‐optimum also It observed that selection of these leads increasing the representation. An infinite impulse‐response notch filter employed removal process. Performance proposed method evaluated by a set measured global positioning data. compared with conventional STFT‐based...

10.1049/iet-rsn.2015.0417 article EN IET Radar Sonar & Navigation 2016-02-22

Deformation modulus is the important parameter in stability analysis of tunnels, dams and mining structures. In this paper, two predictive models including Mamdani fuzzy system (MFS) multivariable regression (MVRA) were developed to predict deformation based on data obtained from dilatometer tests carried out Bakhtiary dam site additional collected longwall coal mines. Models inputs considered be rock quality designation, overburden height, weathering, unconfined compressive strength,...

10.1016/j.ijmst.2014.11.007 article EN cc-by-nc-nd International Journal of Mining Science and Technology 2015-01-01

10.1016/j.jrmge.2024.12.013 article EN cc-by Journal of Rock Mechanics and Geotechnical Engineering 2025-01-01
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