Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Jagadish Kundu"'
Autor:
Salvatore Martino, Emiliano Di Luzio, Marco Emanuele Discenza, Carlo Esposito, Jagadish Kundu, Mariacarmela Minnillo
Publikováno v:
Data in Brief, Vol 46, Iss , Pp 108886- (2023)
Physical properties and mechanical parameters of intact rocks are essential in defining geomechanical characteristics of rock masses. The latter are fundamental in the geotechnical design and numerical modelling of engineering-geological applications
Externí odkaz:
https://doaj.org/article/e47bb6f759f74aa9a137666d49774a83
Autor:
Jagadish Kundu, Kripamoy Sarkar, Ebrahim Ghaderpour, Gabriele Scarascia Mugnozza, Paolo Mazzanti
Publikováno v:
Land, Vol 12, Iss 2, p 402 (2023)
GIS-based kinematic stability analysis in rock slopes is a rare practice in geological engineering despite its immense potential to delineate unstable zones in a mountainous region. In this article, we have used a GIS-based modified technique to asse
Externí odkaz:
https://doaj.org/article/fd2981077e0c4bc192da3ba1f9403b36
Autor:
Antonio Cosentino, Giacomo Santicchia, Giandomenico Mastrantoni, Jagadish Kundu, Paolo Mazzanti
In the last decades, technologies such as LiDAR, terrestrial and satellite SAR interferometry (InSAR) and photogrammetry demonstrated a great potential for rock slope assessment. However, studies and applications are still limited for ArcSAR Interfer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9c00b78e80da33d796501bb0f205696
https://doi.org/10.5194/egusphere-egu23-15842
https://doi.org/10.5194/egusphere-egu23-15842
Autor:
Giandomenico Mastrantoni, Jagadish Kundu, Giacomo Santicchia, Antonio Cosentino, Carlo Robiati, Paolo Mazzanti
Rockfalls could be catastrophic for their inherent characteristics such as limited precursor deformation, unforeseeable movement, and extreme velocity. Potential damages in a rockfall event are mostly associated with blocks reaching vulnerable elemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26247e74ad94265d936bf1903ec272af
https://doi.org/10.5194/egusphere-egu23-16048
https://doi.org/10.5194/egusphere-egu23-16048
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:5347-5368
Rock block characteristics are the controlling factors that define the potential rockfall volume, associated hazard and design of preventive practices. The present study defines a methodology to demonstrate the impact of block characteristics on rock
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f85fdf0f0ac3d4b53c4b4db195de8065
https://doi.org/10.1007/s10064-021-02288-1
https://doi.org/10.1007/s10064-021-02288-1
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb2eacc989de9699947362ab7d4c1e69
https://doi.org/10.1007/s10064-021-02524-8
https://doi.org/10.1007/s10064-021-02524-8
Autor:
Marco Emanuele Discenza, Pierfederico De Pari, Jagadish Kundu, Minnillo Mariacarmela, Sergio Romano, Gabriele Scarascia Mugnozza
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b39cd833b114ff3cc1896707b24871e5
https://doi.org/10.2139/ssrn.4054512
https://doi.org/10.2139/ssrn.4054512
Publikováno v:
Natural Hazards. 90:863-885
The repetitive soil slope failure along the National Highway (NH)-5 in Jhakri region of Himachal Pradesh, India draws frequent concern due to heavy damage and traffic disruption almost every year. Being only linking route from border district to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5034cc71939a2a9c25afb0aadb80877b
https://doi.org/10.1007/s11069-017-3076-z
https://doi.org/10.1007/s11069-017-3076-z
Publikováno v:
Procedia Engineering. 191:744-749
Two dimensional plain strain distinct element method has been used to analyze a curved slope under static and dynamic loading condition. Most vulnerable cross profile of the slope has been selected through kinematic analysis and slope mass rating spe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::077d81cce031433edc57134ca2ff0510
https://doi.org/10.1016/j.proeng.2017.05.240
https://doi.org/10.1016/j.proeng.2017.05.240