Zobrazeno 1 - 10
of 98
pro vyhledávání: '"Vishwas A. Sawant"'
Autor:
Hans Raj Vashishtha, Vishwas A. Sawant
Publikováno v:
International Journal of Geo-Engineering, Vol 12, Iss 1, Pp 1-19 (2021)
Abstract The granular pile anchor foundation is an effective and economical foundation system to counter the pullout forces exerted in case of transmission towers or foundations in expansive soil. The pullout tests were performed to study the behavio
Externí odkaz:
https://doaj.org/article/ecffa764b0de408d8e1a7a6894e6193a
Publikováno v:
International Journal of Mathematical, Engineering and Management Sciences, Vol 4, Iss 2, Pp 409-419 (2019)
In this paper, the design charts have been presented to calculate the seismic active pressure for c-ϕ soil with surcharge. For developing the design charts, the explicit generalised equation based on pseudo-static approach is used. In the present st
Externí odkaz:
https://doaj.org/article/f57889d341684b40868ee26090ce9c56
Publikováno v:
Journal of Civil Engineering, Science and Technology. 14:35-51
Lateral pile response of the 3 × 3 square pile group has been investigated in terms of lateral displacement and maximum bending moment using three-dimensional finite element analysis. Soil is represented using 8-node isoparametric elements. Piles an
Autor:
Aradhana Mishra, Vishwas A. Sawant
Publikováno v:
Geotechnical and Geological Engineering. 41:2065-2089
Autor:
Vishwas A. Sawant, Ashish Gupta
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 175:290-304
Analytical methods to analyse the seismic stability of reinforced soil walls showing the effect of Rayleigh waves are not available to date. In this study, the pseudo-dynamic approach was used to determine the seismic behaviour of a reinforced soil w
Publikováno v:
Indian Geotechnical Journal. 53:634-643
Publikováno v:
International Journal of Geotechnical Engineering. 16:499-513
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811947384
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba5f1d9f1ababd82748a7ac76934688b
https://doi.org/10.1007/978-981-19-4739-1_28
https://doi.org/10.1007/978-981-19-4739-1_28
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811947384
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c485a0c02a9f7cc7ae00515fee871324
https://doi.org/10.1007/978-981-19-4739-1_56
https://doi.org/10.1007/978-981-19-4739-1_56
Publikováno v:
Transportation Infrastructure Geotechnology. 9:673-704
This paper presents the strength evaluation of geogrid and rubbergrid reinforced embankment slope made of two different pozzolanic waste materials (fly ash and ground granulated blast furnace slag). The strength of the embankment slopes was studied i