Zobrazeno 1 - 10 of 34 pro vyhledávání: '"Ashim Kanti Dey"'
1
Akademický článek
Empirical approach for prediction of bearing pressure of spread footings on clayey soil using artificial intelligence (AI) techniques
Autor: Parbin Sultana, Ashim Kanti Dey, Dhawal Kumar
Publikováno v: Results in Engineering, Vol 15, Iss , Pp 100489- (2022)
This study investigates the applicability of two artificial intelligence (AI) techniques, namely, the support vector regression (SVR) and artificial neural network (ANN), in prediction of the bearing pressure of spread footings on clayey soils based
Externí odkaz: https://doaj.org/article/91f86592ca1848efba6eb7af620a7876
Zobrazit plný text záznamu
5
Modelling stone columns under a soil–cement bed using an artificial neural network
Autor: Ashim Kanti Dey, Manita Das
Publikováno v: Proceedings of the Institution of Civil Engineers - Ground Improvement. 174:42-58
The bulging effect of stone columns under a vertical load can be restricted by placing a stiff soil–cement compacted layer over the stone columns. The technique also improves the load-carrying capacity of the stone columns considerably. A series of
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::73f6769ecd1d13edd620dee12d3d8206
https://doi.org/10.1680/jgrim.18.00092
Zobrazit plný text záznamu
6
Use of Soil Cement Bed in Improvement of Load Carrying Capacity of Stone Columns
Autor: Ashim Kanti Dey, Manita Das
Publikováno v: Geotechnical and Geological Engineering. 38:6529-6550
Reinforcing the soft clay with stone columns is one of the most accepted techniques for improving the ground. Use of stone columns increases the bearing capacity and reduces the compressibility of soft clayey soil. However, due to the application of
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::44528265053b4b473cb7ac9bd9eb7ce8
https://doi.org/10.1007/s10706-020-01453-9
Zobrazit plný text záznamu
9
Improvement of Bearing Capacity of Stone Columns: An Analytical Study
Autor: Manita Das, Ashim Kanti Dey
Publikováno v: Lecture Notes in Civil Engineering ISBN: 9789811618307
Stone columns increase the bearing capacity and reduce the compressibility of soft clayey soil. However, the use of stone columns is limited because of subsequent settlement upon loading. The settlement is due to the bulging of the stone columns. Hen
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::506323775cae331b02ccb5c8f1c83e8b
https://doi.org/10.1007/978-981-16-1831-4_27
Zobrazit plný text záznamu
10
Empirical approach for bearing capacity prediction of geogrid-reinforced sand over vertically encased stone columns floating in soft clay using support vector regression
Autor: Ashim Kanti Dey, Prasenjit Debnath
Publikováno v: Neural Computing and Applications. 32:6055-6074
Due to the complex, elaborate and expensive estimation of bearing capacity (qrs) of geogrid-reinforced sand bed resting over a group of vertically encased stone columns floating in soft clay, it is required to develop a precise empirical model, which
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::44427ea99c2bd0e2a3dda59aff620914
https://doi.org/10.1007/s00521-019-04092-1
Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání

Omezení vyhledávání
Plný text Recenzováno Digitální knihovna AV ČR
Zdroje