. . "26110" . "3"^^ . "Pevnost v talaku recyklovan\u00E9ho kameniva ze stavebn\u00EDch sut\u00ED v z\u00E1vislosti na hloubce stla\u010Den\u00ED" . "V, Z(MSM 261100008)" . "Komorn\u00ED semin\u00E1\u0159 PROBL\u00C9MY MODELOV\u00C1N\u00CD" . "[025A36661C0E]" . . "1"^^ . "V p\u0159\u00EDsp\u011Bvku jsou uvedeny v\u00FDsledky sledov\u00E1n\u00ED pevnost\u00ED kameniva p\u0159ipraven\u00E9ho recyklov\u00E1n\u00EDm stavebn\u00ED suti. Toto kameniva m\u00E1 podstatn\u011B ni\u017E\u0161\u00ED pevnosti n\u011B\u017E kamenivo hutn\u00E9 p\u0159\u00EDrodn\u00ED nebo kamenivo z recyklovan\u00E9ho betonu. Negativn\u011B jsou ovliv\u0148ov\u00E1ny i jeho pevnosti po nasycen\u00ED vodou. P\u0159i zpracov\u00E1n\u00ED podkladn\u00EDch vrstev z tohoto kameniva je nutn\u00E9 d\u016Fkladn\u00E9 jeho zhutn\u011Bn\u00ED, aby nedo\u0161lo k jeho dotvarov\u00E1n\u00ED a\u017E v konstrukci" . . . "1"^^ . . "2002-01-16+01:00"^^ . . "RIV/00216305:26110/02:PU29322!RIV11-MSM-26110___" . . . . "80-7099-816-4" . "Vysok\u00E1 \u0161kola b\u00E1\u0148sk\u00E1 - Technick\u00E1 univerzita Ostrava. Fakulta stavebn\u00ED; Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B. Fakulta stavebn\u00ED" . . "658107" . "Pevnost v talaku recyklovan\u00E9ho kameniva ze stavebn\u00EDch sut\u00ED v z\u00E1vislosti na hloubce stla\u010Den\u00ED"@cs . "Compression strength of recycled aggregates from building debris in dependence on the depth of compression"@en . "RIV/00216305:26110/02:PU29322" . . . "Bro\u017Eovsk\u00FD, Ji\u0159\u00ED" . "Pevnost v talaku recyklovan\u00E9ho kameniva ze stavebn\u00EDch sut\u00ED v z\u00E1vislosti na hloubce stla\u010Den\u00ED" . "V p\u0159\u00EDsp\u011Bvku jsou uvedeny v\u00FDsledky sledov\u00E1n\u00ED pevnost\u00ED kameniva p\u0159ipraven\u00E9ho recyklov\u00E1n\u00EDm stavebn\u00ED suti. Toto kameniva m\u00E1 podstatn\u011B ni\u017E\u0161\u00ED pevnosti n\u011B\u017E kamenivo hutn\u00E9 p\u0159\u00EDrodn\u00ED nebo kamenivo z recyklovan\u00E9ho betonu. Negativn\u011B jsou ovliv\u0148ov\u00E1ny i jeho pevnosti po nasycen\u00ED vodou. P\u0159i zpracov\u00E1n\u00ED podkladn\u00EDch vrstev z tohoto kameniva je nutn\u00E9 d\u016Fkladn\u00E9 jeho zhutn\u011Bn\u00ED, aby nedo\u0161lo k jeho dotvarov\u00E1n\u00ED a\u017E v konstrukci"@cs . "Compression strength, recycled aggregates, building debris"@en . "Compression strength of recycled aggregates from building debris in dependence on the depth of compression"@en . "In the paper the results of strength values observation of aggregates prepared by recycling of building debris are presented. That these aggregates have significantly lower strength values than compact natural aggregates or aggregates from recycled concrete. Negative influence on strength exists even after saturation with water. During the treatment of base layers from these aggregates a thorough compacting is necessary, to prevent the creeping in the structure."@en . "Ostrava" . . . . "Ostrava" . . "Pevnost v talaku recyklovan\u00E9ho kameniva ze stavebn\u00EDch sut\u00ED v z\u00E1vislosti na hloubce stla\u010Den\u00ED"@cs .