Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Nripojyoti Biswas"'
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7dd8472c99eac8bfb3acc03b8a6e3f3
https://doi.org/10.1061/jggefk.gteng-10999
https://doi.org/10.1061/jggefk.gteng-10999
Autor:
Jungyeon Jang, Nripojyoti Biswas, Anand J. Puppala, Surya Sarat Chandra Congress, Miladin Radovic, Oscar Huang
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2676:230-245
Stabilization of sulfate-rich expansive subgrade soils is a persistent cause of concern for transportation infrastructure engineers and practitioners. The application of traditional calcium-based stabilizers is generally not recommended for treating
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d694f0dfd5b8a72b4cafa7b24049fc3
https://doi.org/10.1177/03611981221086650
https://doi.org/10.1177/03611981221086650
Publikováno v:
Géotechnique. 72:438-454
A research study was designed and conducted to evaluate the applicability of using crystalline silica-rich material as a co-additive with calcium-based stabilisers to treat sulfate-rich expansive soils. Extensive laboratory tests were conducted on li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a4310758b1d203e48e843a0b18adc26
https://doi.org/10.1680/jgeot.20.p.154
https://doi.org/10.1680/jgeot.20.p.154
Autor:
null Samridh, Aseem Jain, Sayantan Chakraborty, Nripojyoti Biswas, Anand J. Puppala, Krishneswar Ramineni
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f56ba3671559818c63673d0124c5c14
https://doi.org/10.1061/9780784484661.046
https://doi.org/10.1061/9780784484661.046
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3a3264b0fc2fba5d3d3bafc239aeaa7
https://doi.org/10.1061/9780784484685.052
https://doi.org/10.1061/9780784484685.052
Autor:
Amit Gajurel, Hiramani Chimauriya, Nripojyoti Biswas, Burak Boluk, Surya Sarat Chandra Congress, Anand J. Puppala
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c71706799309488ee52f3805c258aea
https://doi.org/10.1061/9780784484708.011
https://doi.org/10.1061/9780784484708.011
Publikováno v:
Transportation Geotechnics. :101021
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e3cb340c3b28231f1ca6655aa82514c
https://doi.org/10.1016/j.trgeo.2023.101021
https://doi.org/10.1016/j.trgeo.2023.101021
Autor:
Aritra Banerjee, Ashrafuzzaman Khan, Surya Sarat Chandra Congress, Nripojyoti Biswas, Anand J. Puppala, Sayantan Chakraborty
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2675:208-221
The longevity and performance of a pavement section depend on the characteristics of the subgrade soil. A majority of the pavements in North Texas, U.S., are constructed on expansive soils. The deterioration of the pavement performance because of rut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04a9c94f6fe33d0f1532c29e088903f3
https://doi.org/10.1177/03611981211001381
https://doi.org/10.1177/03611981211001381
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2674:69-80
Utilization of 100% recycled asphalt pavement (RAP) material in the base layer of road construction can provide a cost-effective and sustainable solution. However, excessive permanent deformation of RAP reduces its applicability for such projects. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0811e68976d66a152c21b529b3743f2
https://doi.org/10.1177/0361198120908861
https://doi.org/10.1177/0361198120908861
Publikováno v:
Geo-Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca939440053c166f76d22cf4566d0a70
https://doi.org/10.1061/9780784484012.023
https://doi.org/10.1061/9780784484012.023