Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Rasmiranjan Samal"'
Publikováno v:
Journal of Engineering and Applied Science, Vol 71, Iss 1, Pp 1-13 (2024)
Abstract Meghalaya is known for its complex environment due to its hilly terrain and heavy rains, which result in significant soil erosion challenges. The LS factor is the primary factor used to estimate soil loss. Acquiring accurate LS values has al
Externí odkaz:
https://doaj.org/article/390fe43dbf134b3dbaca90bedc4e2a6d
Publikováno v:
Engineering Proceedings, Vol 56, Iss 1, p 112 (2023)
The current work investigates the behavior of a bamboo grid-reinforced slope, which utilized 2D numerical analyses using the finite element program MIDAS GTS NX (340) 2023 v1.1. The results and discussion of the study revealed the effectiveness and s
Externí odkaz:
https://doaj.org/article/3073157ebdcf4745bfbd98ca76e54174
Autor:
Rasmiranjan Samal, Debabrata Giri
The authors have requested that this preprint be removed from Research Square.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e0d63939e8d957c1bb794ea1e960851
https://doi.org/10.21203/rs.3.rs-2660480/v1
https://doi.org/10.21203/rs.3.rs-2660480/v1
Autor:
Rasmiranjan Samal, Debabrata Giri
Publikováno v:
Journal of Geotechnical Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5075a8cfaf12ed4fa9dd66dbb428419f
https://doi.org/10.37591/joge.v10i1.6928
https://doi.org/10.37591/joge.v10i1.6928
Autor:
Rasmiranjan Samal, Smrutirekha Sahoo
Publikováno v:
Engineering Research Express. 5:025028
Slope stability analysis is crucial since the instability of the slope contributes to the failure of many buildings in hilly areas. Numerous ground improvement techniques are used to address this issue, including vertical drains, grouting, soil repla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aba9c142d6836ae9d66e908878d575ec
https://doi.org/10.1088/2631-8695/acd049
https://doi.org/10.1088/2631-8695/acd049
Autor:
Rasmiranjan Samal, Ayan Mishra
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 970:012028
Clayey soils are commonly stiff in dry state but lose their stiffness when saturated with water. Soft clays are characterized by low bearing capacity and high compressibility. In this research, stone dust obtained from stone processing area used for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64d80bbd6edcdf27a6f802588bdd9100
https://doi.org/10.1088/1757-899x/970/1/012028
https://doi.org/10.1088/1757-899x/970/1/012028