Activity
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I’m happy to share that I’m starting a new position as Senior Engineer at Jan De Nul Group with project development and conceptual design team. All…
I’m happy to share that I’m starting a new position as Senior Engineer at Jan De Nul Group with project development and conceptual design team. All…
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I am happy to announce that Wavebreak Consulting Ltd. is open for business, located in Halifax - but servicing all of the Maritimes! Wavebreak was…
I am happy to announce that Wavebreak Consulting Ltd. is open for business, located in Halifax - but servicing all of the Maritimes! Wavebreak was…
Liked by Mohammad Ashari
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There is a funded M.Sc. position available for coming September 2024 in #geomechanics, #rockmechanics #numericalmodelling for anyone interested and…
There is a funded M.Sc. position available for coming September 2024 in #geomechanics, #rockmechanics #numericalmodelling for anyone interested and…
Liked by Mohammad Ashari
Experience
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Education
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A hybrid element method for dynamics of piles and pile groups in transversely isotropic media
Computers and Geotechnics
A hybrid analytical-numerical method is proposed for the dynamic analysis of single piles and pile groups embedded in semi-infinite transversely isotropic media. In the method proposed, the soil-pile system is modeled using finite elements combined with massless rigid radiation discs representing pile-soil-pile interaction. The elasto-dynamic response of the radiation discs buried at different depths in a transversely isotropic half-space is analytically derived in a transform domain using a…
A hybrid analytical-numerical method is proposed for the dynamic analysis of single piles and pile groups embedded in semi-infinite transversely isotropic media. In the method proposed, the soil-pile system is modeled using finite elements combined with massless rigid radiation discs representing pile-soil-pile interaction. The elasto-dynamic response of the radiation discs buried at different depths in a transversely isotropic half-space is analytically derived in a transform domain using a set of complete potential functions. A Boussinesq-type loading distribution is introduced to act on the disc region to achieve the proper mode of deformation at the cross sections of piles. Numerical results and comparisons with known analytical/numerical solutions are presented, demonstrating the application of the method.
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Projects
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Causeway and Aboiteau Upgrade, Avon River, NS
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Languages
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Persian
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English
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Honored to have chaired a panel discussion on Low Carbon Concrete at this year's Con'Atlantic 24 Conference in Fredericton. Special thanks to our…
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Excited to be in Vancouver for #GeoCongress2024 !
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𝗗𝗲𝗺𝗼𝗹𝗶𝘀𝗵𝗶𝗻𝗴 𝗮 𝗯𝘂𝗶𝗹𝗱𝗶𝗻𝗴 𝘄𝗵𝗶𝗹𝗲 𝗺𝗮𝗶𝗻𝘁𝗮𝗶𝗻𝗶𝗻𝗴 𝘁𝗵𝗲 𝗳𝗮𝗰̧𝗮𝗱𝗲: 𝗮 𝗷𝗼𝗯 𝗳𝗼𝗿 𝗲𝗻𝗴𝗶𝗻𝗲𝗲𝗿𝘀 Demolishing a…
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Every Geotechnical Engineers worst nightmare........ In this video, it captures the collapse of a soil nail wall, used to support a vertical…
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Excited to be in Halifax working with the Atlantic Concrete Association recording a two-day online course on the fundamentals of cement and concrete.…
Excited to be in Halifax working with the Atlantic Concrete Association recording a two-day online course on the fundamentals of cement and concrete.…
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