Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Nishant Roy"'
Autor:
Jasleen Kaur Bheora, Nishant Roy
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4289396d4bbb8a68c56294a4431651e3
https://doi.org/10.1007/s40515-022-00264-0
https://doi.org/10.1007/s40515-022-00264-0
Publikováno v:
Journal of the Geological Society of India. 97:887-892
The present study provides a discussion on landslide event which occurred along Hill Cart road, in the year 2011. The concerned area, situated in the Tindharia region of West Bengal, is famous as a UNESCO world heritage site and draws tourists owing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d6487beafc00c037ac1ff11e861b60c
https://doi.org/10.1007/s12594-021-1787-y
https://doi.org/10.1007/s12594-021-1787-y
Autor:
Nishant Roy
Publikováno v:
Computers and Geotechnics. 159:104308
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a2248c464307e80a87276a332f29bac
https://doi.org/10.1016/j.compgeo.2021.104308
https://doi.org/10.1016/j.compgeo.2021.104308
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Mechanical Engineering. 46:633-648
This study presents a semi-analytical solution of the nonlinear dynamic response, shock spectrum, and dynamic buckling of a simply supported imperfect plate under various types of in-plane pulse forces. Here, the plate is modelled based on higher-ord
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6560e69c228a8b7403cf6b778e512fe8
https://doi.org/10.1007/s40997-021-00431-7
https://doi.org/10.1007/s40997-021-00431-7
Publikováno v:
Journal of Electronic Imaging. 31
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2386b60b7336bf647260ce0c2d04e7e
https://doi.org/10.1117/1.jei.31.4.043011
https://doi.org/10.1117/1.jei.31.4.043011
Autor:
Shiv Dayal Bharti, Mahendra Kumar Shrimali, Nishant Roy, Ramniwas Sharma, Aaditaya Raj Roshan
Publikováno v:
Asian Journal of Civil Engineering. 22:759-768
The nonlinear dynamic response of the ashlar masonry arch is obtained for harmonic support excitations. The UDEC software is used for performing the analysis which duly accounts for the non-linearity arising due to the friction existing between the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4513dab511ff82c8ee097ac307ebb8bc
https://doi.org/10.1007/s42107-020-00345-w
https://doi.org/10.1007/s42107-020-00345-w
Publikováno v:
Journal of the Geological Society of India. 92:449-456
Stability analysis of rock slopes has always been a critical and challenging task for the geotechnical engineering professionals. The complexities associated with the stability analysis arise due to the heterogeneous, anisotropic and variable nature
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db6ee629d7e064e38d2538d2e2da9cdb
https://doi.org/10.1007/s12594-018-1040-5
https://doi.org/10.1007/s12594-018-1040-5
Publikováno v:
International Journal of Geotechnical Engineering. 13:218-226
A series of triaxial compression tests on sandy soils reinforced with varying percentages of coir fibers have been numerically simulated to observe its effect on the elastic properties and friction angle of the sand. Test results indicated that with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d17480d68941752a9773719a57ccaedb
https://doi.org/10.1080/19386362.2017.1334741
https://doi.org/10.1080/19386362.2017.1334741
Publikováno v:
Arabian Journal of Geosciences. 12
The assessment of performance of jointed rock slopes poses significant challenges due to the variable nature of geological material. A number of past investigations have incorporated the inherent variability in prediction of slope behavior through th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19941e7508109bea13387222f5ec6e43
https://doi.org/10.1007/s12517-019-4769-2
https://doi.org/10.1007/s12517-019-4769-2
Publikováno v:
Innovative Infrastructure Solutions. 4
Damages to mountain tunnels reported following recent seismic events have challenged the long-held belief of buried structures to have adequate earthquake-resistant features. Field observations also highlight that the geological joints play a dominat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7aeb58236daf08c96758bb65844330ce
https://doi.org/10.1007/s41062-019-0225-0
https://doi.org/10.1007/s41062-019-0225-0