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of 5
pro vyhledávání: '"Mario Hala"'
Publikováno v:
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, Vol 68, Iss 4, Pp 669-678 (2020)
Hydraulic conductivity determination plays an essential role in the investigation of groundwater flow regime which can then influence many field problems such as pumping capabilities in the area, transport of contaminant or heat and soil internal ero
Externí odkaz:
https://doaj.org/article/9c39d6cf3c2846e1bea726a5dd05894a
Publikováno v:
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, Vol 68, Iss 4, Pp 669-678 (2020)
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis. 2020, vol. 68, issue 4, p. 669-678.
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis. 2020, vol. 68, issue 4, p. 669-678.
Hydraulic conductivity determination plays an essential role in the investigation of groundwater flow regime which can then influence many field problems such as pumping capabilities in the area, transport of contaminant or heat and soil internal ero
Publikováno v:
Géotechnique Letters. 10:377-384
Heave is a type of deformation that occurs due to seepage, which may evolve into backward erosion piping and eventually lead to the total collapse of a hydraulic structure. It may occur downstream of the hydraulic structure when uniform non-cohesive
Publikováno v:
Journal of Hydrology and Hydromechanics, Vol 66, Iss 3, Pp 337-347 (2018)
Journal of Hydrology and Hydromechanics. 2018, vol. 66, issue 3, p. 337-347.
Journal of Hydrology and Hydromechanics. 2018, vol. 66, issue 3, p. 337-347.
Empirical formulae are often used in practice to quickly and cheaply determine the hydraulic conductivity of soil. Numerous relations based on dimensional analysis and experimental measurements have been published for the determination of hydraulic c
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783319994222
One of the local defects in soils due to seepage is heave. This may occur at the downstream toe of hydraulic structures in the case of upward external seepage where particles of uniform soils are subject to uplift and also upward seepage forces. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa864862e24b3f30c08bbd546848c1b5
https://doi.org/10.1007/978-3-319-99423-9_8
https://doi.org/10.1007/978-3-319-99423-9_8