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Statements

Subject Item
n2:RIV%2F62156489%3A43410%2F11%3A00182136%21RIV15-MSM-43410___
rdf:type
n9:Vysledek skos:Concept
rdfs:seeAlso
http://dx.doi.org/10.11118/actaun201159060355
dcterms:description
Biological (or biotechnical) stabilization of banks based on the stabilization effect of grass has a fundamental disadvantage for reinforcement constructions and that is the delay in their functionality. It starts to be functional only several weeks after the sowing and its full function can be usually guaranteed for as late as the following vegetation period. Moreover, grass carpets on slopes forming banks of watercourses are damaged by erosion caused by the flow of water in the watercourse but also water flowing down the slopes. Other damage is inflicted by %22trampling%22, i.e. the damage caused by the movement of people (anglers, rowers, hikers, etc.). This can be prevented to a degree by pre-grown grass carpets. These will bring about the stabilization effect sooner but the resistance of a pre-grown grass carpet is finally the same as when a suitable grass mixture is sown. Therefore, in need of functional reinforcement significantly more resistant than a grass carpet, mostly stone or gravel riprap on the slope above the stabilization toe is designed. The aim of the presented paper is to inform the professional public on the results of a design and a following application of a pre-grown stabilization reinforced grass carpet which, as stated by the producers, manifests a considerably higher efficiency against damage caused by water and trampling. It can replace stone or gravel reinforcement above the stabilization toe and the resulting construction (bank modification) fits better into the landscape. So far, no similar construction has been designed within bank stabilization procedures in the conditions of the Czech Republic. The reinforcement is formed by suitable three-dimensional geosynthetics, in our case three-dimensional geonets. Biological (or biotechnical) stabilization of banks based on the stabilization effect of grass has a fundamental disadvantage for reinforcement constructions and that is the delay in their functionality. It starts to be functional only several weeks after the sowing and its full function can be usually guaranteed for as late as the following vegetation period. Moreover, grass carpets on slopes forming banks of watercourses are damaged by erosion caused by the flow of water in the watercourse but also water flowing down the slopes. Other damage is inflicted by %22trampling%22, i.e. the damage caused by the movement of people (anglers, rowers, hikers, etc.). This can be prevented to a degree by pre-grown grass carpets. These will bring about the stabilization effect sooner but the resistance of a pre-grown grass carpet is finally the same as when a suitable grass mixture is sown. Therefore, in need of functional reinforcement significantly more resistant than a grass carpet, mostly stone or gravel riprap on the slope above the stabilization toe is designed. The aim of the presented paper is to inform the professional public on the results of a design and a following application of a pre-grown stabilization reinforced grass carpet which, as stated by the producers, manifests a considerably higher efficiency against damage caused by water and trampling. It can replace stone or gravel reinforcement above the stabilization toe and the resulting construction (bank modification) fits better into the landscape. So far, no similar construction has been designed within bank stabilization procedures in the conditions of the Czech Republic. The reinforcement is formed by suitable three-dimensional geosynthetics, in our case three-dimensional geonets.
dcterms:title
The design procedure for pre-grown stabilization reinforced grass carpet The design procedure for pre-grown stabilization reinforced grass carpet
skos:prefLabel
The design procedure for pre-grown stabilization reinforced grass carpet The design procedure for pre-grown stabilization reinforced grass carpet
skos:notation
RIV/62156489:43410/11:00182136!RIV15-MSM-43410___
n3:aktivita
n17:S n17:P
n3:aktivity
P(QI92A139), S
n3:cisloPeriodika
6
n3:dodaniDat
n11:2015
n3:domaciTvurceVysledku
n6:8703426
n3:druhVysledku
n14:J
n3:duvernostUdaju
n19:S
n3:entitaPredkladatele
n4:predkladatel
n3:idSjednocenehoVysledku
193618
n3:idVysledku
RIV/62156489:43410/11:00182136
n3:jazykVysledku
n13:eng
n3:klicovaSlova
reservoir; stabilization of banks; erosion
n3:klicoveSlovo
n10:stabilization%20of%20banks n10:reservoir n10:erosion
n3:kodStatuVydavatele
CZ - Česká republika
n3:kontrolniKodProRIV
[C64229F75051]
n3:nazevZdroje
Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis
n3:obor
n12:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:projekt
n15:QI92A139
n3:rokUplatneniVysledku
n11:2011
n3:svazekPeriodika
59
n3:tvurceVysledku
Foltýnová, Lucie Šlezingr, Miloslav Šulc, Viktor
s:issn
1211-8516
s:numberOfPages
4
n20:doi
10.11118/actaun201159060355
n16:organizacniJednotka
43410