Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Mohmad Mohsin Thakur"'
Autor:
Mohmad Mohsin Thakur, Dayakar Penumadu
Publikováno v:
AIP Advances, Vol 12, Iss 2, Pp 025010-025010-12 (2022)
The role of partial saturation in penetration resistance of projectiles in granular materials is not clear due to experimental constraints imposed by high cost and special considerations in equipment design. In this work, granular material near the t
Externí odkaz:
https://doaj.org/article/55fb8089a41a43b09b5ed3d04ed75268
Publikováno v:
SSRN Electronic Journal.
Autor:
Mohmad Mohsin Thakur, Dayakar Penumadu
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The present paper addresses the influence of shape, size, and frictional characteristics of granular materials by utilizing X-ray computed tomography (CT) imaging and FEM. High-fidelity tri...
Publikováno v:
Materials
Volume 14
Issue 11
Materials, Vol 14, Iss 3023, p 3023 (2021)
Volume 14
Issue 11
Materials, Vol 14, Iss 3023, p 3023 (2021)
Stress–strain and volume change behavior for clean sands which have distinct particle shape (rounded and angular) with very similar chemical (mineralogical) composition, size, and texture in one-dimensional (1D) compression and drained triaxial com
Autor:
Dayakar Penumadu, Mohmad Mohsin Thakur
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811508851
The hydromechanical response of partially saturated soils at macroscale is a manifestation of fundamental physics associated with pore scale. The Soil Water Characteristic Curve (SWCC) is an important state variable which affects mechanical as well a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81df2d4326e48769a5ca9c6d08394854
https://doi.org/10.1007/978-981-15-0886-8_9
https://doi.org/10.1007/978-981-15-0886-8_9
Autor:
Dayakar Penumadu, Mohmad Mohsin Thakur
Publikováno v:
SHOCK COMPRESSION OF CONDENSED MATTER - 2019: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter.
The discrete nature of granular materials such as sands results in complex mechanical interactions such as non- affine deformations including slippage at grain contacts, force chain buckling and shear banding. Even until now, geomechanics community l
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Because of the recent advancements in hardware and reconstruction algorithms, multiphase flow modeling in porous media is experiencing a shift toward using advanced imaging techniques such ...
Autor:
Amit Prashant, Mohmad Mohsin Thakur
Publikováno v:
Geotechnical and Geological Engineering. 35:1977-1989
This study investigates the effects of some commonly encountered constraints such as inclined scanning trajectory, multiple targets in the vicinity and material variation on GPR responses of pipes and walls. Further, the effects of wall inclination a
Publikováno v:
Transport in Porous Media. 138:693-693