"[AB8DC7919A22]" . "Mondschein, Petr" . "Influence of RAP and various bituminous binders on selected characteristics of HMAC 16 asphalt mixture"@en . "Valentin, Jan" . . . "Recyklace je aktu\u00E1ln\u00EDm t\u00E9matem nejen v oblasti dopravn\u00EDho stavitelstv\u00ED. V tomto pr\u016Fmyslov\u00E9m odv\u011Btv\u00ED v\u0161ak lze identifikovat velk\u00FD v\u00FDznam, kter\u00FD op\u011Btovn\u00E9 zpracov\u00E1n\u00ED a vyu\u017Eit\u00ED zejm\u00E9na p\u0159\u00EDrodn\u00EDch materi\u00E1l\u016F m\u00E1 a to s ohledem ke zna\u010Dn\u00E9 spot\u0159eb\u011B p\u0159edev\u0161\u00EDm p\u0159\u00EDrodn\u00EDho kameniva, je\u017E je pro realizaci liniov\u00FDch staveb \u017E\u00E1douc\u00ED. P\u0159i snaze sni\u017Eovat materi\u00E1lovou n\u00E1ro\u010Dnost staveb je zcela logick\u00FDm c\u00EDlem snaha zv\u00FD\u0161it pod\u00EDl recyklovateln\u00E9ho materi\u00E1lu v asfaltov\u00FDch sm\u011Bs\u00EDch. Na druh\u00E9 stran\u011B je t\u0159eba v\u017Edy pozornost v\u011Bnovat aspekt\u016Fm trvanlivosti stavebn\u00EDch konstrukc\u00ED, kter\u00E9 mus\u00ED p\u0159i vyu\u017Eit\u00ED recyklovan\u00FDch materi\u00E1l\u016F vyk\u00E1zat srovnateln\u00E9 kvalitativn\u00ED a funk\u010Dn\u00ED parametry. V\u00FDznam tohoto hlediska stoup\u00E1, pokud se zam\u011B\u0159\u00EDme na konstruk\u010Dn\u00ED \u0159e\u0161en\u00ED, kter\u00E1 sama o sob\u011B maj\u00ED zv\u00FD\u0161en\u00E9 n\u00E1roky na v\u00FDkonnost, kter\u00E1 je od nich po\u017Eadov\u00E1na. Takov\u00FDm typem konstrukce je v silni\u010Dn\u00EDm stavitelstv\u00ED proveden\u00ED lo\u017En\u00EDch nebo podkladn\u00EDch stmelen\u00FDch vrstev vozovek s vyu\u017Eit\u00EDm sm\u011Bs\u00ED s vysok\u00FDm modulem tuhosti (VMT). Mo\u017Enost\u00ED op\u011Btovn\u00E9ho pou\u017Eit\u00ED d\u0159\u00EDve zabudovan\u00E9ho materi\u00E1lu ve vozovce je v\u00EDce a li\u0161\u00ED se jak postupem z\u00EDsk\u00E1n\u00ED recykl\u00E1tu, tak i jeho opakovan\u00FDm zapracov\u00E1n\u00EDm do nov\u00E9 sm\u011Bsi. V r\u00E1mci tohoto p\u0159\u00EDsp\u011Bvku jsou vybr\u00E1ny a porovn\u00E1v\u00E1ny varianty asfaltov\u00FDch sm\u011Bs\u00ED s vysok\u00FDm modulem tuhosti, kter\u00E9 se li\u0161\u00ED p\u0159\u00EDtomnost\u00ED nebo absenc\u00ED R-materi\u00E1lu a sou\u010Dasn\u011B vyu\u017E\u00EDvaj\u00ED r\u016Fzn\u00E9 typy asfaltov\u00FDch pojiv. Pou\u017Eit\u00EDm sm\u011Bsi VMT dos\u00E1hneme tak\u00E9 finan\u010Dn\u00EDch v\u00FDhod, jeliko\u017E je obecn\u011B zn\u00E1mo, \u017Ee tato sm\u011Bs se v p\u0159\u00EDpad\u011B spr\u00E1vn\u00E9ho n\u00E1vrhu a pokl\u00E1dky vyzna\u010Duje vysokou \u017Eivotnost\u00ED a t\u00EDm p\u00E1dem del\u0161\u00ED dobou mezi proveden\u00EDm a nutnost\u00ED oprav \u010Di p\u0159\u00EDpadn\u00E9 v\u00FDm\u011Bny. Dal\u0161\u00ED variantou \u00FAspory je tak\u00E9 potenci\u00E1l celkov\u00E9ho zten\u010Den\u00ED souvrstv\u00ED konstrukce vozovky. V tomto ohledu je dal\u0161\u00ED p\u0159ednost\u00ED vy\u0161\u0161\u00ED odolnost prosti \u00FAnav\u011B a zv\u00FD\u0161en\u00E1 odolnost proti \u00FA\u010Dink\u016Fm vody a z ekonomick\u00E9ho hlediska tak\u00E9 mo\u017Enost n\u00E1vrhu ni\u017E\u0161\u00ED tlou\u0161\u0165ky vrstev vozovky v porovn\u00E1n\u00ED s klasick\u00FDmi typy." . "Ko\u0161ice" . . . "Vliv R-materi\u00E1lu a r\u016Fzn\u00FDch asfaltov\u00FDch pojiv na vybran\u00E9 vlastnosti asfaltov\u00E9 sm\u011Bsi typu VMT 16" . . "2013-04-17+02:00"^^ . . . "P(TA02030549)" . "Influence of RAP and various bituminous binders on selected characteristics of HMAC 16 asphalt mixture"@en . . "Dom techniky Ko\u0161ice" . . "Znovupou\u017Eitie materi\u00E1lov na stavebn\u00E9 \u00FA\u010Dely" . "RIV/68407700:21110/13:00205258" . "Vliv R-materi\u00E1lu a r\u016Fzn\u00FDch asfaltov\u00FDch pojiv na vybran\u00E9 vlastnosti asfaltov\u00E9 sm\u011Bsi typu VMT 16"@cs . . "Nov\u00FD Smokovec" . . . . "Vliv R-materi\u00E1lu a r\u016Fzn\u00FDch asfaltov\u00FDch pojiv na vybran\u00E9 vlastnosti asfaltov\u00E9 sm\u011Bsi typu VMT 16" . . "3"^^ . . "Recyklace je aktu\u00E1ln\u00EDm t\u00E9matem nejen v oblasti dopravn\u00EDho stavitelstv\u00ED. V tomto pr\u016Fmyslov\u00E9m odv\u011Btv\u00ED v\u0161ak lze identifikovat velk\u00FD v\u00FDznam, kter\u00FD op\u011Btovn\u00E9 zpracov\u00E1n\u00ED a vyu\u017Eit\u00ED zejm\u00E9na p\u0159\u00EDrodn\u00EDch materi\u00E1l\u016F m\u00E1 a to s ohledem ke zna\u010Dn\u00E9 spot\u0159eb\u011B p\u0159edev\u0161\u00EDm p\u0159\u00EDrodn\u00EDho kameniva, je\u017E je pro realizaci liniov\u00FDch staveb \u017E\u00E1douc\u00ED. P\u0159i snaze sni\u017Eovat materi\u00E1lovou n\u00E1ro\u010Dnost staveb je zcela logick\u00FDm c\u00EDlem snaha zv\u00FD\u0161it pod\u00EDl recyklovateln\u00E9ho materi\u00E1lu v asfaltov\u00FDch sm\u011Bs\u00EDch. Na druh\u00E9 stran\u011B je t\u0159eba v\u017Edy pozornost v\u011Bnovat aspekt\u016Fm trvanlivosti stavebn\u00EDch konstrukc\u00ED, kter\u00E9 mus\u00ED p\u0159i vyu\u017Eit\u00ED recyklovan\u00FDch materi\u00E1l\u016F vyk\u00E1zat srovnateln\u00E9 kvalitativn\u00ED a funk\u010Dn\u00ED parametry. V\u00FDznam tohoto hlediska stoup\u00E1, pokud se zam\u011B\u0159\u00EDme na konstruk\u010Dn\u00ED \u0159e\u0161en\u00ED, kter\u00E1 sama o sob\u011B maj\u00ED zv\u00FD\u0161en\u00E9 n\u00E1roky na v\u00FDkonnost, kter\u00E1 je od nich po\u017Eadov\u00E1na. Takov\u00FDm typem konstrukce je v silni\u010Dn\u00EDm stavitelstv\u00ED proveden\u00ED lo\u017En\u00EDch nebo podkladn\u00EDch stmelen\u00FDch vrstev vozovek s vyu\u017Eit\u00EDm sm\u011Bs\u00ED s vysok\u00FDm modulem tuhosti (VMT). Mo\u017Enost\u00ED op\u011Btovn\u00E9ho pou\u017Eit\u00ED d\u0159\u00EDve zabudovan\u00E9ho materi\u00E1lu ve vozovce je v\u00EDce a li\u0161\u00ED se jak postupem z\u00EDsk\u00E1n\u00ED recykl\u00E1tu, tak i jeho opakovan\u00FDm zapracov\u00E1n\u00EDm do nov\u00E9 sm\u011Bsi. V r\u00E1mci tohoto p\u0159\u00EDsp\u011Bvku jsou vybr\u00E1ny a porovn\u00E1v\u00E1ny varianty asfaltov\u00FDch sm\u011Bs\u00ED s vysok\u00FDm modulem tuhosti, kter\u00E9 se li\u0161\u00ED p\u0159\u00EDtomnost\u00ED nebo absenc\u00ED R-materi\u00E1lu a sou\u010Dasn\u011B vyu\u017E\u00EDvaj\u00ED r\u016Fzn\u00E9 typy asfaltov\u00FDch pojiv. Pou\u017Eit\u00EDm sm\u011Bsi VMT dos\u00E1hneme tak\u00E9 finan\u010Dn\u00EDch v\u00FDhod, jeliko\u017E je obecn\u011B zn\u00E1mo, \u017Ee tato sm\u011Bs se v p\u0159\u00EDpad\u011B spr\u00E1vn\u00E9ho n\u00E1vrhu a pokl\u00E1dky vyzna\u010Duje vysokou \u017Eivotnost\u00ED a t\u00EDm p\u00E1dem del\u0161\u00ED dobou mezi proveden\u00EDm a nutnost\u00ED oprav \u010Di p\u0159\u00EDpadn\u00E9 v\u00FDm\u011Bny. Dal\u0161\u00ED variantou \u00FAspory je tak\u00E9 potenci\u00E1l celkov\u00E9ho zten\u010Den\u00ED souvrstv\u00ED konstrukce vozovky. V tomto ohledu je dal\u0161\u00ED p\u0159ednost\u00ED vy\u0161\u0161\u00ED odolnost prosti \u00FAnav\u011B a zv\u00FD\u0161en\u00E1 odolnost proti \u00FA\u010Dink\u016Fm vody a z ekonomick\u00E9ho hlediska tak\u00E9 mo\u017Enost n\u00E1vrhu ni\u017E\u0161\u00ED tlou\u0161\u0165ky vrstev vozovky v porovn\u00E1n\u00ED s klasick\u00FDmi typy."@cs . "9"^^ . . "21110" . . "3"^^ . . "114679" . "reclaimed asphalt material; HMAC; bituminous binder; rejuvenator; stiffness; ITSR; permanent deformation"@en . . "978-80-232-0320-2" . . . . . "The objective of this paper is to summarize experimental findings of functionalities between the content of added reclaimed asphalt material (RAP) in asphalt mixtures of the HMAC (high modulus asphalt concrete) type, selected suitable bituminous binders (including the applicability of chemical additives) and performance characteristics describing the behavior of asphalt mixes in the range of high and low temperatures. The results of dynamic non-destructive stiffness measured in a temperature interval of 0-30\u00B0C, creep behavior at 40\u00B0C with the assessment of resistance to permanent deformation as well as the regular rutting test are presented here. Further, master curves for the complex dynamic modulus of the asphalt mixtures are determined and assessed. Finally, recommendations about acceptable contents of reclaimed asphalt material securing the minimum technical requirements of technical standards and sufficient asphalt mixture durability are formulated. The influence of combined use of reclaimed material and selected bituminous binders is described as well."@en . "Mil\u00E1\u010Dkov\u00E1, Krist\u00FDna" . "RIV/68407700:21110/13:00205258!RIV14-TA0-21110___" . "Vliv R-materi\u00E1lu a r\u016Fzn\u00FDch asfaltov\u00FDch pojiv na vybran\u00E9 vlastnosti asfaltov\u00E9 sm\u011Bsi typu VMT 16"@cs .