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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00220214%21RIV15-TA0-21110___
rdf:type
skos:Concept n21:Vysledek
dcterms:description
The utilization of fly-ash stabilizers, fly ash from fluidized combustion and other solid products of combustion, and desulphurization arising during the production of electricity have a good potential for use in the roadbed structures of pavement structures. With a lower density and high shear strength, fly ash reduces the ground subsidence and pressure on supporting constructions during the construction of roadbed structures. In the coming years, an increased focus on the use of these materials can be expected with regard to the continuation of the road infrastructure construction. One of the possible factors blocking the use of some types of fly ashes is their relatively little resistance to repeated contact with water and resulting volume changes. Their water sensitivity is well known. Given the negative properties of fly ash, which occur mainly in repeated contact with water, it was decided to pay attention to the testing of the resistance of these mixes to the combined effect of freezing and water within the experimental activity. Fly-ash stabilized mixes were designed with the use of ashes from two combustion technologies with different contents of binder and also including the influence of selected chemical additives and binders such as lime hydrated or mineral admixtures such as chemomechanically activated dolomitic lime. The utilization of fly-ash stabilizers, fly ash from fluidized combustion and other solid products of combustion, and desulphurization arising during the production of electricity have a good potential for use in the roadbed structures of pavement structures. With a lower density and high shear strength, fly ash reduces the ground subsidence and pressure on supporting constructions during the construction of roadbed structures. In the coming years, an increased focus on the use of these materials can be expected with regard to the continuation of the road infrastructure construction. One of the possible factors blocking the use of some types of fly ashes is their relatively little resistance to repeated contact with water and resulting volume changes. Their water sensitivity is well known. Given the negative properties of fly ash, which occur mainly in repeated contact with water, it was decided to pay attention to the testing of the resistance of these mixes to the combined effect of freezing and water within the experimental activity. Fly-ash stabilized mixes were designed with the use of ashes from two combustion technologies with different contents of binder and also including the influence of selected chemical additives and binders such as lime hydrated or mineral admixtures such as chemomechanically activated dolomitic lime.
dcterms:title
Experimental assessment of fly-ash stabilized mixes exposed to freezing and water immersion Experimental assessment of fly-ash stabilized mixes exposed to freezing and water immersion
skos:prefLabel
Experimental assessment of fly-ash stabilized mixes exposed to freezing and water immersion Experimental assessment of fly-ash stabilized mixes exposed to freezing and water immersion
skos:notation
RIV/68407700:21110/14:00220214!RIV15-TA0-21110___
n3:aktivita
n15:P
n3:aktivity
P(TE01020168)
n3:dodaniDat
n7:2015
n3:domaciTvurceVysledku
n8:7996233 n8:6359701 n8:1155768
n3:druhVysledku
n19:D
n3:duvernostUdaju
n12:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
15803
n3:idVysledku
RIV/68407700:21110/14:00220214
n3:jazykVysledku
n20:eng
n3:klicovaSlova
binders; fluidized combustion; fly-ash; cold recylcing; freezing; water immersion; indirect tensile strength; CBR
n3:klicoveSlovo
n4:water%20immersion n4:cold%20recylcing n4:CBR n4:freezing n4:fly-ash n4:indirect%20tensile%20strength n4:fluidized%20combustion n4:binders
n3:kontrolniKodProRIV
[48F81512ECD9]
n3:mistoKonaniAkce
Yichang (Hubei Province)
n3:mistoVydani
Reston, VA
n3:nazevZdroje
Geo-Hubei 2014 Sustainable Civil Infrastructure - Innovative Technologies and Mateirals
n3:obor
n22:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n6:TE01020168
n3:rokUplatneniVysledku
n7:2014
n3:tvurceVysledku
Suda, Jan Mráz, Václav Valentin, Jan
n3:typAkce
n18:WRD
n3:zahajeniAkce
2014-07-20+02:00
s:issn
0895-0563
s:numberOfPages
8
n10:doi
10.1061/9780784478547.005
n16:hasPublisher
American Society of Civil Engineers
n17:isbn
978-0-7844-7854-7
n9:organizacniJednotka
21110