Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Vishwas N. Khatri"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-18
A prediction model for the bearing capacity estimation of strip and ring footing embedded in layered sand is proposed using soft computing approaches, namely, artificial neural network (ANN) and random forest regression (RFR). The required data for t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dfda408841075ac7862eaae7256d06db
https://doi.org/10.1680/jgeen.22.00071
https://doi.org/10.1680/jgeen.22.00071
Publikováno v:
Transportation Infrastructure Geotechnology. 9:777-803
The geotechnical behavior of fly ash mixed with lime and alccofine is discussed in this paper. The specimens were prepared and cured using the burlap technique for 7, 14, and 28 days. The results of this study showed that the unconfined compression s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f13ff9e171b2d94d19c4aa79bb165d79
https://doi.org/10.1007/s40515-021-00200-8
https://doi.org/10.1007/s40515-021-00200-8
Publikováno v:
Marine Georesources & Geotechnology. 40:104-124
In the present study, the uplift capacity of the under-reamed piles (also referred to as belled piles) in the sand was determined by following a finite element analysis. In this regard, the soil wa...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ed26e9fcdbaaed266b07c4028f63b58
https://doi.org/10.1080/1064119x.2021.1871689
https://doi.org/10.1080/1064119x.2021.1871689
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:3566-3582
The ultimate bearing capacity of a ring footing on loose sand deposit, with an inclusion of a dense sand layer on its top, has been determined numerically in a bound form by following the finite el...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52d75c12e2229d88480acc4ae6d513d9
https://doi.org/10.1080/19648189.2020.1805643
https://doi.org/10.1080/19648189.2020.1805643
Publikováno v:
Archives of Materials Science and Engineering. 2:62-74
Purpose: The present study aims to apply soft computing techniques, Artificial Neural Network (ANN) and M5P model tree, to predict the ultimate bearing capacity of the H plan shaped skirted footing on the sand Design/methodology/approach: A total of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a13fdffdaa86972dff82d36470504f0
https://doi.org/10.5604/01.3001.0014.3356
https://doi.org/10.5604/01.3001.0014.3356
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::514cb3bd6fbd5ba65e8c7c77ea6a7259
https://doi.org/10.1007/s12517-022-09614-1
https://doi.org/10.1007/s12517-022-09614-1
Publikováno v:
Urbani Izziv, Vol 23, Iss 2, Pp 140-151 (2012)
This article addresses the environmental aspects of an unorganised textile sector with large-scale employment through a case study of the city of Solapur in the state of Maharashtra, India. Waste generated from the textile sector is causing serious p
Externí odkaz:
https://doaj.org/article/841df18304b4446bb094c6645ea31352
Publikováno v:
Urbani Izziv, Vol 23, Iss 2, Pp 64-74 (2012)
Prek študije mesta Solapur v indijski državi Maharaštra se v članku obravnavajo okoljski vidiki neorganizirane tekstilne panoge, ki zaposluje veliko število ljudi. Odpadki, ki jih ustvarja tekstilna panoga, povzročajo spremembe zemljiških in k
Externí odkaz:
https://doaj.org/article/a47b310a8e88460f9eef1612d83c1875
Publikováno v:
Geomechanics and Geoengineering. 16:249-262
The present paper deals with the numerical investigation on the ultimate bearing capacity of ring footing resting on loose sand overlying a dense sand deposit. The study followed the use of lower a...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b175084112e7ed7ec7482f349f9cd646
https://doi.org/10.1080/17486025.2019.1664775
https://doi.org/10.1080/17486025.2019.1664775
Autor:
Shashi Kumar Gupta, Tammineni Gnananandarao, Ajay Kumar, Vishwas N. Khatri, Rakesh Kumar Dutta
Publikováno v:
International Journal of Geotechnical Engineering. 16:438-449
The present study deals with the determination of the uplift capacity for an under-reamed pile in clay, whose cohesion increases linearly with depth, by following the finite element analysi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8426faf67045e5884dbaa21694a808c0
https://doi.org/10.1080/19386362.2019.1660527
https://doi.org/10.1080/19386362.2019.1660527