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Title:Evaluation of the constriction size reduction of granular filters due to upstream cohesive base-soil erosion
Authors:ID Azirou, Samira (Author)
ID Benamar, Ahmed (Author)
ID Tahakourt, Abdelkader (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_slovenica_2018_Azirou,_Benamar,_Tahakourt_Evaluation_of_the_constriction_size_reduction_of_granular_filters_due_to_upst.pdf (653,76 KB)
MD5: 20902F7D7B97396BAF3FB848D11C7878
PID: 20.500.12556/dkum/b5c89412-17b4-4ccb-8132-03bd83825ad5
 
URL http://fgserver6.fg.um.si/journal-ags/2018-1/article-3.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:This study is devoted to filter-constrictions analysis and its application with respect to void and constrictions reduction during soil filtration. The experimental investigation involves combined Hole Erosion-Filtration tests using several soils and filters. The base soils are lean clays and the granular filters are selected according to the usual filtration criteria. The combination of the experimental data for porosity variation and the analytical results from the Constriction Size Distribution (CSD) analysis was used to evaluate the constrictions size reduction subsequent to the filtration process. The filtration depth was also estimated according to the retained soil mass and the porosity reduction deduced from the measured hydraulic conductivity. An analytical model of the CSD was applied to the experimental results in order to assess the constrictions reduction. As regards the obtained results, a nonuniform constriction reduction was suggested according to the effective filtration depth, advocating a dynamic filter action.
Keywords:granular filter, internal erosion, constriction, porosity, filtration index
Publication status:Published
Publication version:Version of Record
Year of publishing:2018
Number of pages:str. 29-41
Numbering:Letn. 15, št. 1
PID:20.500.12556/DKUM-72664 New window
ISSN:1854-0171
ISSN on article:1854-0171
COBISS.SI-ID:305157120 New window
DOI:10.18690/actageotechslov.15.1.29-41.2018 New window
NUK URN:URN:SI:UM:DK:PPXREDVO
Publication date in DKUM:11.10.2018
Views:1492
Downloads:622
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Vrednotenje zmanjšanja velikosti zožitve zrnatih filtrov zaradi interne erozije osnovnih kohezivnih zemljin
Abstract:Ta študija obravnava analizo filtrirnih zožitev in njeno uporabo glede zmanjšanja por in zožitev med filtriranjem tal. Eksperimentalna preiskava vključuje kombinirane preizkuse erozije-filtriranja v luknji z več zemljinami in filtri. Osnovno zemljino predstavlja peščena glina, medtem, ko so zrnati filtri izbrani glede na običajna filtracijska merila. Kombinacija eksperimentalnih podatkov o spreminjanju poroznosti in analitičnih rezultatov analize porazdelitve zožitve (CSD) je bila uporabljena za vrednotenje zmanjšanja velikosti zožitev zaradi filtracijskih procesov. Globina filtracije je bila ocenjena tudi glede na zadržano maso zemljine in zmanjšanje poroznosti, ki izhaja iz izmerjene hidravlične prepustnosti. Za ocenitev zmanjšanja zožitev je bil uporabljen analitični model CSD, ki je upošteval eksperimentalne rezultate. Glede na dobljene rezultate je predlagana neenakomerna zožitev glede na efektivno globino filtracije, ki potrjuje dinamično delovanje filtra.
Keywords:zrnati filter, notranja erozija, zožitev, poroznost, indeks filtriranja


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This document is a part of these collections:
  1. Acta geotechnica Slovenica

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