Dr Mohammad Hossein Khosravi, University of Birjand,Iran
Dr. Mohammad Hossein Khosravi is an Associate Professor at the University of Birjand’s Department of Mining Engineering. He specializes in geotechnical engineering, with research interests in physical modeling, slope engineering, and tunneling. Dr. Khosravi has received multiple accolades, including the best paper award at the 10th International Conference on Earthquake Engineering in Tokyo and a postdoctoral fellowship from the Center for Urban Earthquake Engineering in Japan. His prolific publication record and commitment to advancing geomechanics demonstrate his expertise and dedication to the field. 🌍📚🔬
Publication profile
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Academic
Dr. Mohammad Hossein Khosravi has a robust academic background in engineering, specializing in geotechnical and rock mechanics. His journey began with a Bachelor of Science in Mining Engineering from Shahid Bahonar University in Kerman, Iran, where he laid the foundation for his expertise in the field. Building upon this solid groundwork, he pursued a Master of Science in Rock Mechanics at the University of Tehran, further honing his skills and understanding of geological structures and materials.
Research focus
Mohammad Hossein Khosravi’s research focus revolves around geomechanics, particularly in the areas of physical modeling 🏗️, rock/soil slope engineering 🏔️, and tunneling and retaining structures 🚇. His work delves into understanding the behavior of geomaterials under various conditions, employing both experimental and theoretical approaches. With a keen interest in arching effects, earth pressure analysis, and stability assessments, Khosravi contributes significantly to the fields of geotechnical engineering and mining 🪨. Through his extensive publications and affiliations with prestigious academic societies, he continues to advance knowledge and techniques in geomechanics, enhancing safety and efficiency in construction and mining industries.
Publication top notes
Experimental and numerical study of asperity degradation in the direct shear test
Experimental analysis of earth pressure against rigid retaining walls under translation mode
Stability analysis of slide-toe-toppling failure
Theoretical analysis of earth pressure against rigid retaining walls under translation mode
A new classification of failure mechanisms at tunnels in stratified rock masses through physical and numerical modeling
Performance of counterweight balance on stability of undercut slope evaluated by physical modeling
Arch action over an excavated pit on a stable scarp investigated by physical model tests
Physical modeling of tunnel induced displacement in sandy grounds
Physical and theoretical modeling of rock slopes against block-flexure toppling failure
In-flight excavation of slopes with potential failure planes
Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand
Active earth pressures for non-planar to planar slip surfaces considering soil arching
Arching effect in geomaterials with applications to retaining walls and undercut slopes
Investigation of stability and failure mechanism of undercut slopes by three-dimensional finite element analysis
Numerical analysis of slide-head-toppling failure
Excavation problems in Mae Moh lignite open-pit mine of Thailand
DEM analysis of backfilled walls subjected to active translation mode
A numerical analysis on the performance of counterweight balance on the stability of undercut slopes
Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane
Semianalytical solution for evaluating bearing capacity of a footing adjacent to a slope