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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00196055%21RIV13-MSM-21110___
rdf:type
skos:Concept n15:Vysledek
dcterms:description
The fly ash is a secondary raw material that is produced by the thermal power plants as a by-product of the energy production. Storing the fly ash in the landfills or tailing dams is a large environmental burden. Therefore, we try to reuse the fly ash in the environmental friendly ways. Nowadays, this material is used e.g. as a construction material in earth structures of transport infrastructure. The need for the maximum utilization of the fly ash leads to the efforts to improve geotechnical properties of this material. This paper presents one of the fly ash improvements, which is called %22microreinforcement%22. Small randomly oriented fibres are mixed into the fly ash in microreinforcement method. The paper deals with laboratory testing of this composite material. The consolidation tests and the unconfined compression tests were carried out to identify the deformation properties and the stress-strain behavior. The results from the laboratory testing showed that the inclusion of the fibres in the fly ash changes its behavior and leads to the improvement of geotechnical properties. The fly ash is a secondary raw material that is produced by the thermal power plants as a by-product of the energy production. Storing the fly ash in the landfills or tailing dams is a large environmental burden. Therefore, we try to reuse the fly ash in the environmental friendly ways. Nowadays, this material is used e.g. as a construction material in earth structures of transport infrastructure. The need for the maximum utilization of the fly ash leads to the efforts to improve geotechnical properties of this material. This paper presents one of the fly ash improvements, which is called %22microreinforcement%22. Small randomly oriented fibres are mixed into the fly ash in microreinforcement method. The paper deals with laboratory testing of this composite material. The consolidation tests and the unconfined compression tests were carried out to identify the deformation properties and the stress-strain behavior. The results from the laboratory testing showed that the inclusion of the fibres in the fly ash changes its behavior and leads to the improvement of geotechnical properties.
dcterms:title
Experimental study of fibre reinforced fly ash behaviour Experimental study of fibre reinforced fly ash behaviour
skos:prefLabel
Experimental study of fibre reinforced fly ash behaviour Experimental study of fibre reinforced fly ash behaviour
skos:notation
RIV/68407700:21110/12:00196055!RIV13-MSM-21110___
n15:predkladatel
n20:orjk%3A21110
n3:aktivita
n10:S
n3:aktivity
S
n3:dodaniDat
n19:2013
n3:domaciTvurceVysledku
n17:6330428
n3:druhVysledku
n5:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n18:predkladatel
n3:idSjednocenehoVysledku
135630
n3:idVysledku
RIV/68407700:21110/12:00196055
n3:jazykVysledku
n8:eng
n3:klicovaSlova
Fly ash; Soil reinforcement; Microreinforcement; Fibres; Consolidation test; Unconfined compression test
n3:klicoveSlovo
n9:Consolidation%20test n9:Unconfined%20compression%20test n9:Microreinforcement n9:Fibres n9:Soil%20reinforcement n9:Fly%20ash
n3:kontrolniKodProRIV
[33F2104F3295]
n3:mistoKonaniAkce
Gothenburg
n3:mistoVydani
Gothenburg
n3:nazevZdroje
EYGEC 2012- setting the scene for future European geotechnical research
n3:obor
n7:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n19:2012
n3:tvurceVysledku
Čiháková, Tereza
n3:typAkce
n4:WRD
n3:zahajeniAkce
2012-08-26+02:00
s:issn
1103-7237
s:numberOfPages
6
n21:hasPublisher
Chalmers University
n13:isbn
978-91-637-1435-1
n6:organizacniJednotka
21110