Zobrazeno 1 - 10
of 155
pro vyhledávání: '"Madhira R"'
Publikováno v:
Geomechanics and Geoengineering. :1-18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d3dc7a4de34b26b415ac16e22fb594d
https://doi.org/10.1080/17486025.2022.2136409
https://doi.org/10.1080/17486025.2022.2136409
Publikováno v:
Geomechanics & Geoengineering; Jan2024, Vol. 19 Issue 1, p1-18, 18p
Publikováno v:
Indian Geotechnical Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5184eb68a9315564a5607e351e914ad6
https://doi.org/10.1007/s40098-023-00729-0
https://doi.org/10.1007/s40098-023-00729-0
Publikováno v:
Geotechnical and Geological Engineering. 40:3851-3872
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e9803be858221dabca49864e2c595df
https://doi.org/10.1007/s10706-022-02128-3
https://doi.org/10.1007/s10706-022-02128-3
Publikováno v:
Indian Geotechnical Journal; Oct2023, Vol. 53 Issue 5, p1089-1102, 14p
Publikováno v:
Journal of Materials in Civil Engineering. 35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d857b22eccf30e95100e27393cd13aa
https://doi.org/10.1061/(asce)mt.1943-5533.0004600
https://doi.org/10.1061/(asce)mt.1943-5533.0004600
Publikováno v:
Transportation Infrastructure Geotechnology. 10:180-210
In this study, extensive large-scale model pavement experiments consisting of a total of twenty-one pavement sections overlying different subgrade conditions (poor to firm) were conducted to determine the traffic benefit ratio (TBR). TBR is quantifie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66baf72f8193eec345e762c71769a0c8
https://doi.org/10.1007/s40515-021-00203-5
https://doi.org/10.1007/s40515-021-00203-5
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 8
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5d232c366a9b55e45a3e3851eeb0737
https://doi.org/10.1007/s40891-022-00379-x
https://doi.org/10.1007/s40891-022-00379-x
Publikováno v:
Transportation Infrastructure Geotechnology; Apr2023, Vol. 10 Issue 2, p180-210, 31p