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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00196481%21RIV13-MSM-21110___
rdf:type
n9:Vysledek skos:Concept
dcterms:description
For the cold-recycled mixtures, there is a typical combination of binders - the cement and the asphalt emulsion. The first part describes the possibility of substituting those by using the combination of the cement and the chemical additive RoadCem instead. There is no problem with reaching the required value of the indirect tensile strength even for the mixtures without RoadCem. This additive is nevertheless necessary for fulfilling the condition of the water resistance. The measured results proved, that even a small amount of RoadCem increases rapidly the water resistance, which means, that the potential of the substitution certainly exists. Another alternative is to replace classical materials by the properly treated soil. The lower bearing capacity of those mixtures means the necessity of using bigger amount of the hydraulic binder. This brings the danger of a quick strength increase, which could cause the origin of the hydration cracks. There were four different chemical additives (RoadCem, Iterstab, Top Shield and Base Seal), which should guarantee the flexibility of the whole layer, that were investigated in combination with three different hydraulic binders (cement, lime and fly ash). The results showed that this could be also a perspective alternative, mainly for the mixtures with cement. For the cold-recycled mixtures, there is a typical combination of binders - the cement and the asphalt emulsion. The first part describes the possibility of substituting those by using the combination of the cement and the chemical additive RoadCem instead. There is no problem with reaching the required value of the indirect tensile strength even for the mixtures without RoadCem. This additive is nevertheless necessary for fulfilling the condition of the water resistance. The measured results proved, that even a small amount of RoadCem increases rapidly the water resistance, which means, that the potential of the substitution certainly exists. Another alternative is to replace classical materials by the properly treated soil. The lower bearing capacity of those mixtures means the necessity of using bigger amount of the hydraulic binder. This brings the danger of a quick strength increase, which could cause the origin of the hydration cracks. There were four different chemical additives (RoadCem, Iterstab, Top Shield and Base Seal), which should guarantee the flexibility of the whole layer, that were investigated in combination with three different hydraulic binders (cement, lime and fly ash). The results showed that this could be also a perspective alternative, mainly for the mixtures with cement.
dcterms:title
The Material Alternatives for the Subbase Pavement Layers The Material Alternatives for the Subbase Pavement Layers
skos:prefLabel
The Material Alternatives for the Subbase Pavement Layers The Material Alternatives for the Subbase Pavement Layers
skos:notation
RIV/68407700:21110/12:00196481!RIV13-MSM-21110___
n9:predkladatel
n11:orjk%3A21110
n4:aktivita
n13:S
n4:aktivity
S
n4:dodaniDat
n15:2013
n4:domaciTvurceVysledku
n14:1966200
n4:druhVysledku
n17:O
n4:duvernostUdaju
n5:S
n4:entitaPredkladatele
n10:predkladatel
n4:idSjednocenehoVysledku
148636
n4:idVysledku
RIV/68407700:21110/12:00196481
n4:jazykVysledku
n7:eng
n4:klicovaSlova
Cold recycling; subbase layer; indirect tesile strength; water resistance, soil; RoadCem; chemical additives
n4:klicoveSlovo
n6:subbase%20layer n6:Cold%20recycling n6:indirect%20tesile%20strength n6:water%20resistance n6:soil n6:chemical%20additives n6:RoadCem
n4:kontrolniKodProRIV
[ED15D1C53B5F]
n4:obor
n8:JM
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:rokUplatneniVysledku
n15:2012
n4:tvurceVysledku
Formanová, Zuzana
n12:organizacniJednotka
21110