Zobrazeno 1 - 10
of 78
pro vyhledávání: '"Pradipta Chakrabortty"'
Publikováno v:
Frontiers in Built Environment, Vol 9 (2023)
Introduction: Embankments are constructed in many places for transportation purposes such as railways and roads. The stability of slopes in embankments has always been a concern, especially in cohesionless soils. There are many methods to increase th
Externí odkaz:
https://doaj.org/article/a574363f0a274dc780b0bfe020055897
Publikováno v:
International Journal of Advances in Engineering Sciences and Applied Mathematics. 14:60-79
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca37b7fdb825b724485600ce5d260426
https://doi.org/10.1007/s12572-022-00322-3
https://doi.org/10.1007/s12572-022-00322-3
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. :1-16
The novelty of this study is the combined experimental and statistical approach, which is showcased to predict and optimise bamboo–mortar bond strength, incorporating the effects of various material factors. The design of experiments method was use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::589e97836fcdb88484f52d16abae8fc3
https://doi.org/10.1680/jstbu.21.00121
https://doi.org/10.1680/jstbu.21.00121
Publikováno v:
International Journal of Geotechnical Earthquake Engineering. 13:1-21
Shaking table tests were conducted in this study to determine the effect of facing wall inclinations, and the density of the backfill. Reduced-scale models reinforced with two layers of geogrid and fine sand as backfill were studied to identify the d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13487b2c59304d73118bcc5971b1d41b
https://doi.org/10.4018/ijgee.310052
https://doi.org/10.4018/ijgee.310052
Publikováno v:
International Journal of Civil Engineering. 21:81-99
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::360a33463bff6e8ba9d5ed2e4ab11f86
https://doi.org/10.1007/s40999-022-00761-w
https://doi.org/10.1007/s40999-022-00761-w
Publikováno v:
Innovative Infrastructure Solutions. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::054e12ad843ff1ff871cdb2a3a94da02
https://doi.org/10.1007/s41062-023-01112-x
https://doi.org/10.1007/s41062-023-01112-x
Publikováno v:
Construction and Building Materials. 389:131717
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7d991b588a875fa07cdedf7939739f9
https://doi.org/10.1016/j.conbuildmat.2023.131717
https://doi.org/10.1016/j.conbuildmat.2023.131717
Autor:
Pradipta Chakrabortty, Angshuman Das
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:5729-5752
The present study focuses on the cyclic behaviour of cohesionless soil collected from the quaternary alluvium deposit at the Middle Ganga Plain (MGP). A series of strain-controlled cyclic triaxial ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20b04baeb7bee2f90887f556e18ae614
https://doi.org/10.1080/19648189.2021.1916605
https://doi.org/10.1080/19648189.2021.1916605
Publikováno v:
Bulletin of Earthquake Engineering. 19:745-766
One novel aspect addressed here is the effect of the lumped particle on the dynamic behaviour of cohesionless soil. The effects of particle size and fines content on cyclic soil behaviour have been previously studied by mixing fine particles separate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7eb9de203bb733b5525c64a24b8c28d
https://doi.org/10.1007/s10518-020-01012-w
https://doi.org/10.1007/s10518-020-01012-w
Publikováno v:
International Journal of Civil Engineering. 19:549-561
The effect of silt intrusion on the liquefaction susceptibility of fine saturated sand has been studied here using a series of strain-controlled cyclic triaxial tests on isotropically consolidated soil specimens. The fine sands used in this study wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99453ef964599a1dc74d9a31a2ce8dc9
https://doi.org/10.1007/s40999-020-00574-9
https://doi.org/10.1007/s40999-020-00574-9