dc.contributor.author | Cihackova, Pavlina | |
dc.contributor.author | Hyzl, Petr | |
dc.contributor.author | Stehlik, Dusan | |
dc.contributor.author | Dasek, Ondrej | |
dc.contributor.author | Šernas, Ovidijus | |
dc.contributor.author | Vaitkus, Audrius | |
dc.date.accessioned | 2023-09-18T16:33:15Z | |
dc.date.available | 2023-09-18T16:33:15Z | |
dc.date.issued | 2015 | |
dc.identifier.issn | 1822-427X | |
dc.identifier.other | (BIS)VGT02-000031334 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/114812 | |
dc.description.abstract | This paper presents a performance of the open-graded asphalt concrete filled with a special cement grout in the road structures, introduces practical examples of the usage of this technology and defines the main properties. In addition, laboratory design of asphalt mixtures filled with special grout is researched. Finally, the results obtained from various laboratory tests are evaluated. The paper contains the open-graded asphalt concrete filled with a special cement grout mix design procedure and results of stiffness measurement, low temperature properties, permanent deformation and skid resistance. Open-graded asphalt concrete filled with a special cement grout mixture is compared to the com - monly used asphalt mixes. The open-graded asphalt concrete filled with a special cement grout showed better results than the commonly used asphalt mixes by the stiffness and resistance to the permanent deformation characteristics but behavior at the low temperatures is slightly problematic. | eng |
dc.description.abstract | Straipsnyje pristatyta, kaip funkcionuoja poringojo asfalto mišinys, užpildytas specialiu cemento skiediniu, pateikiami praktiniai šios technologijos taikymo pavyzdžiai ir apibūdinamos pagrindinės charakteristikos. Be to, išnagrinėta laboratorinė poringojo asfalto mišinio su specialiu cemento skiediniu projektavimo procedūra. Galiausiai įvertinti įvairių eksperimentinių tyrimų metu gauti rezultatai. Straipsnyje pateikiamas poringojo asfalto mišinio su specialiu cemento skiediniu projektavimas bei standumas, funkcionavimo žemose temperatūrose, atsparumo liekamosioms deformacijoms ir atsparumo slydimui bandymų rezultatų analizė. Gauti rezultatai palyginti su įprastai naudojamų asfalto mišinių charakteristikomis. Poringojo asfalto mišinys su specialiu cemento skiediniu parodė geresnius rezultatus nei įprastai naudojami asfalto mišiniai standumo ir atsparumo liekamosioms deformacijoms aspektu, tačiau funkcionavimas žemose temperatūrose yra gana problemiškas. | lit |
dc.format | PDF | |
dc.format.extent | p. 316-324 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Index Copernicus | |
dc.relation.isreferencedby | Central & Eastern European Academic Source (CEEAS) | |
dc.relation.isreferencedby | Computers & Applied Sciences Complete | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.relation.isreferencedby | INSPEC | |
dc.relation.isreferencedby | Scopus | |
dc.source.uri | https://doi.org/10.3846/bjrbe.2015.40 | |
dc.subject | SD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques | |
dc.title | Performance characteristics of the open-graded asphalt concrete filled with a special cement grout | |
dc.title.alternative | Specialiu cemento skiediniu užpildyto poringojo asfalto mišinio eksploatacinės charakteristikos | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.references | 27 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Brno University of Technology | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.faculty | Aplinkos inžinerijos fakultetas / Faculty of Environmental Engineering | |
dc.contributor.department | Kelių tyrimo institutas / Road Research Institute | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.ltspecializations | C101 - Civilinės inžinerijos mokslo centras / | |
dc.subject.lt | Asfalto karkasas | |
dc.subject.lt | Cemento skiedinys | |
dc.subject.lt | Funkcionavimas žemose temperatūrose | |
dc.subject.lt | Liekamosios deformacijos | |
dc.subject.lt | Pusiau standus sluoksnis | |
dc.subject.lt | Atsparumas slydimui | |
dc.subject.lt | Standumo modulis | |
dc.subject.en | Asphalt skeleton | |
dc.subject.en | Cement grout | |
dc.subject.en | Low temperature characteristics | |
dc.subject.en | Permanent deformation | |
dc.subject.en | Semi-rigid layer | |
dc.subject.en | Skid resistance | |
dc.subject.en | Stiffness modulus | |
dcterms.sourcetitle | The Baltic journal of road and bridge engineering | |
dc.description.issue | no. 4 | |
dc.description.volume | Vol. 10 | |
dc.publisher.name | Technika | |
dc.publisher.city | Vilnius | |
dc.identifier.doi | 2-s2.0-84959359514 | |
dc.identifier.doi | 000367868000005 | |
dc.identifier.doi | 10.3846/bjrbe.2015.40 | |
dc.identifier.elaba | 15331078 | |