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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU107135%21RIV15-MSM-26110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Designing of grouting mixes for reinforcement of non-cohesive soils has to satisfy demanding needs. Grouting mix has to have good workability, volumetric stability, good penetration capability, sufficient strength and, last but not least, it should not be too expensive. For above-mentioned reasons, clay-cement suspensions seem to be an appropriate candidate, also because they can be topped up with high-temperature fly ash for even higher cost saving. The paper presents results of preliminary tests of consistency of grouting mixes with various proportions of added fly ash and cement. The tests determined particularly liquid limit and viscosity limit with Marsh funnel. Designing of grouting mixes for reinforcement of non-cohesive soils has to satisfy demanding needs. Grouting mix has to have good workability, volumetric stability, good penetration capability, sufficient strength and, last but not least, it should not be too expensive. For above-mentioned reasons, clay-cement suspensions seem to be an appropriate candidate, also because they can be topped up with high-temperature fly ash for even higher cost saving. The paper presents results of preliminary tests of consistency of grouting mixes with various proportions of added fly ash and cement. The tests determined particularly liquid limit and viscosity limit with Marsh funnel.
dcterms:title
Laboratory Determination of Consistency of Grouting Mixes Laboratory Determination of Consistency of Grouting Mixes
skos:prefLabel
Laboratory Determination of Consistency of Grouting Mixes Laboratory Determination of Consistency of Grouting Mixes
skos:notation
RIV/00216305:26110/14:PU107135!RIV15-MSM-26110___
n3:aktivita
n13:P
n3:aktivity
P(ED2.1.00/03.0097)
n3:dodaniDat
n11:2015
n3:domaciTvurceVysledku
n4:8207194 n4:6892558 n4:9380167
n3:druhVysledku
n21:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
25522
n3:idVysledku
RIV/00216305:26110/14:PU107135
n3:jazykVysledku
n8:eng
n3:klicovaSlova
Energy by-product, rehabilitation, embankment dam, grouting.
n3:klicoveSlovo
n7:embankment%20dam n7:grouting. n7:rehabilitation n7:Energy%20by-product
n3:kontrolniKodProRIV
[CDA5826BF9BC]
n3:mistoKonaniAkce
Shanghai
n3:mistoVydani
Switzerland
n3:nazevZdroje
EESD 2013
n3:obor
n16:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n10:ED2.1.00%2F03.0097
n3:rokUplatneniVysledku
n11:2014
n3:tvurceVysledku
Černý, Vít Helanová, Ester Drochytka, Rostislav
n3:typAkce
n15:WRD
n3:zahajeniAkce
2013-11-12+01:00
s:numberOfPages
4
n17:hasPublisher
Trans Tech Publications
n12:isbn
978-3-03785-972-8
n19:organizacniJednotka
26110