"RIV/00216305:26110/11:PU97081!RIV12-MSM-26110___" . . "The paper compares the values of fracture-mechanical parameters of concrete specimens with replacement 10, 20, 40 and 60 wt% Portland cement. From the results it can be concluded that increasing the dose fine-ground bricks above 10% causes a gradual decrease in the values of concrete compressive strength and a slight decrease in the value of static modulus of elasticity. With increasing doses fine-ground bricks gradually leads to a slight brittleness of concrete."@en . "Porovn\u00E1n\u00ED lomov\u011B-mechanick\u00FDch parametr\u016F u beton\u016F s n\u00E1hradou cementu ciheln\u00FDm st\u0159epem"@cs . . "Concrete, fine-ground ceramics, fracture-mechanical properties"@en . . . "Porovn\u00E1n\u00ED lomov\u011B-mechanick\u00FDch parametr\u016F u beton\u016F s n\u00E1hradou cementu ciheln\u00FDm st\u0159epem" . . "Ondr\u00E1\u010Dek, Michal" . "Comparison of fracture-mechanical parameters of concrete with cement replacement fine-ground bricks"@en . "978-80-87158-30-2" . . . "Ker\u0161ner, Zbyn\u011Bk" . . "Schmid, Pavel" . "Neuveden" . "2011-11-23+01:00"^^ . "4"^^ . . "[D875B3877509]" . . "221454" . "Rovnan\u00EDkov\u00E1, Pavla" . "Porovn\u00E1n\u00ED lomov\u011B-mechanick\u00FDch parametr\u016F u beton\u016F s n\u00E1hradou cementu ciheln\u00FDm st\u0159epem" . "Comparison of fracture-mechanical parameters of concrete with cement replacement fine-ground bricks"@en . "4"^^ . "18. Beton\u00E1\u0159sk\u00E9 dny 2011" . . . . "P(1M0579), P(GAP104/10/0355)" . . "Porovn\u00E1n\u00ED lomov\u011B-mechanick\u00FDch parametr\u016F u beton\u016F s n\u00E1hradou cementu ciheln\u00FDm st\u0159epem"@cs . . "V p\u0159\u00EDsp\u011Bvku jsou porovn\u00E1ny hodnoty lomov\u011B-mechanick\u00FDch parametr\u016F vzork\u016F beton\u016F s n\u00E1hradou 10, 20, 40 a 60 hmotnostn\u00EDch % portlandsk\u00E9ho cementu. Z v\u00FDsledk\u016F lze vyvodit, \u017Ee vzr\u016Fstaj\u00EDc\u00ED d\u00E1vka ciheln\u00E9ho st\u0159epu nad 10% zp\u016Fsobuje postupn\u00FD pokles hodnot tlakov\u00E9 pevnosti beton\u016F a m\u00EDrn\u00FD pokles hodnoty statick\u00E9ho modulu pru\u017Enosti. Se zvy\u0161uj\u00EDc\u00ED se d\u00E1vkou ciheln\u00E9ho st\u0159epu postupn\u011B doch\u00E1z\u00ED k m\u00EDrn\u00E9mu k\u0159ehnut\u00ED beton\u016F."@cs . . . "Hradec Kr\u00E1lov\u00E9" . . "4"^^ . . "Hradec Kr\u00E1lov\u00E9" . "26110" . "V p\u0159\u00EDsp\u011Bvku jsou porovn\u00E1ny hodnoty lomov\u011B-mechanick\u00FDch parametr\u016F vzork\u016F beton\u016F s n\u00E1hradou 10, 20, 40 a 60 hmotnostn\u00EDch % portlandsk\u00E9ho cementu. Z v\u00FDsledk\u016F lze vyvodit, \u017Ee vzr\u016Fstaj\u00EDc\u00ED d\u00E1vka ciheln\u00E9ho st\u0159epu nad 10% zp\u016Fsobuje postupn\u00FD pokles hodnot tlakov\u00E9 pevnosti beton\u016F a m\u00EDrn\u00FD pokles hodnoty statick\u00E9ho modulu pru\u017Enosti. Se zvy\u0161uj\u00EDc\u00ED se d\u00E1vkou ciheln\u00E9ho st\u0159epu postupn\u011B doch\u00E1z\u00ED k m\u00EDrn\u00E9mu k\u0159ehnut\u00ED beton\u016F." . "RIV/00216305:26110/11:PU97081" . . .