Zobrazeno 1 - 10
of 90
pro vyhledávání: '"exit gradient"'
Publikováno v:
Open Engineering, Vol 14, Iss 1, Pp 1248-64 (2024)
Earth dams must be supplied with seepage control devices to prevent piping and sloughing. One such device used for this purpose is the so-called drain pipe. This study focuses on the influence of drain pipes on seepage and slope stability analysis in
Externí odkaz:
https://doaj.org/article/ec106ea2529b4e76ace25971a89bd5a5
Publikováno v:
Journal of Engineering, Vol 30, Iss 8 (2024)
The governing differential equations about the seepage were resolved using the standard numerical. The research location was on the Darbandikhan dam, which is about 230 kilometres northeast of the governorate of Baghdad in the district of Sulaymaniya
Externí odkaz:
https://doaj.org/article/1bc1ad3a00224fada8987a302e54e57a
Akademický článek
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Publikováno v:
Open Engineering, Vol 13, Iss 1, Pp 779-94 (2023)
This study investigated the effect of reducing seepage under a hydraulic structure. This article aims to find positional equations for the control devices that reduce the seepage under the hydraulic structure. Using lengths and angles of sheet-piles
Externí odkaz:
https://doaj.org/article/84a0a2467e6f4abcb05f51e61e697568
Publikováno v:
Buildings, Vol 14, Iss 4, p 1055 (2024)
The soil piping and drift sand phenomenon is one of the catastrophic failure forms in foundation pit excavations in coastal buildings. Presently, there is a deficiency in the theoretical research regarding the seepage fields around foundation pits, p
Externí odkaz:
https://doaj.org/article/389811a7930c45dba503ecce57be8399
Akademický článek
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Autor:
Dinar C. Istiyanto, Ika Wulandari, Shafan A. Aziiz, Rizaldi C. Yuniardi, Suranto, Yofan T.D. Harita, Affandy Hamid, Aloysius B. Widagdo
Publikováno v:
Journal of the Civil Engineering Forum, Vol 9, Iss 3 (2023)
A prospective resolution to the intricate predicaments of flooding, sanitation, and the availability of unprocessed water for the populace of Jakarta residents is the implementation of the coastal reservoir paradigm. This paradigm entails harnessing
Externí odkaz:
https://doaj.org/article/a4f2c5711b844cb580be41ef22071423
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 30, Iss 2 (2023)
Seepage is a dangerous phenomenon under hydraulic structures and the main cause of failure and damage to dams when neglected and not processed. This study evaluates the numerical effects of the sheet piles' quantity, depth, and spacing beneath a conc
Externí odkaz:
https://doaj.org/article/073424d2039341e6af5e13c898d9b1d9
Publikováno v:
Journal of Engineering, Vol 20, Iss 2 (2023)
A genetic algorithm model coupled with artificial neural network model was developed to find the optimal values of upstream, downstream cutoff lengths, length of floor and length of downstream protection required for a hydraulic structure. These were
Externí odkaz:
https://doaj.org/article/14c230a80ea7410cadae8f24f67ee17d
Publikováno v:
Buildings, Vol 14, Iss 1, p 74 (2023)
An analytical study was carried out on an anchored circular pit with a submerged free surface in layered soil. The seepage field around the anchor circular pit was divided into three zones. Separate variable method was used to obtain the graded solut
Externí odkaz:
https://doaj.org/article/8ce3ff78f9cb41a1a9215bd6afb39733