@techreport{1,
type = {Standard},
key = {ČSN EN 13877--3},
year = {2006},
title = {Cementobetonové kryty -- Část 3: Specifikace pro kluzné trny [{C}oncrete pavements -- {P}art 3: {S}pecifications for dowels to be used in concrete pavements]},
address = {Prague},
institution = {Czech Standard Institute}
}

@techreport{2,
type = {Standard},
key = {ČSN EN 13877--2},
year = {2016},
title = {Cementobetonové kryty -- Část 2: Funkční požadavky [{C}oncrete pavements -- {P}art 2: {F}unctional requirements for concrete pavements]},
address = {Prague},
institution = {Czech Standard Institute}
}

@techreport{3,
type = {Standard},
key = {ČSN 73 6123--1},
year = {2016},
title = {Stavba vozovek - Cementobetonové kryty -- Část 1: Provádění a kontrola shody [{R}oad building -- {C}oncrete pavements -- {P}art 1: Construction and conformity assessment]},
address = {Prague},
institution = {Czech Standard Institute}
}

@misc{4,
  author="Greg Fricks",
  title="Diamond Dowel System vs. Conventional Square or Round Dowels",
    year = 2016,
  eprint = {https://www.linkedin.com/pulse/diamond-dowel-system-vs-conventional-square-round-dowels-greg-fricks/},
note = {[2023-11-11]},
  urldate = {2023-11-11}
}

@misc{5,
  author="Michal Navrátil",
  title="Repair of {RWY} 12/3, {HOCHTIEF CZ}, a.s., {ASB}",
    year = 2017,
  eprint = {https://www.asb-portal.cz/stavebnictvi/inzenyrske-stavby/doprava/oprava-rwy-12-30},
note = {[2023-11-11]},
  urldate = {2023-11-11}
}

@misc{6,
  author="Otto Brentzel",
  title="{S}TAHLVERARBEITUNG {E.K.}, {H}auptstraße 61, {D} -- 67693 {F}ischbach bei {K}aiserslautern",
    year = 2023,
  eprint = {https://www.otto-brentzel.com},
note = {[2023-11-11]},
  urldate = {2023-11-11}
}

@misc{7,
  author="{LIKAL, s.r.o.}",
  title="Prohlášení o vlastnostech",
  eprint = {http://www.likal.cz/prilohyarchiv/c8-2.pdf},
 note = {[2023-11-11]},
  urldate = {2023-11-11}
}

@Article{8,
author={Hu, Chichun and Ma, Jiexian and Zhao, Jianying and Leng, Zhen and Jelagin, Denis},
title={Experimental Study of Dowel Bar Alternatives Based on Similarity Model Test},
journal={Advances in Materials Science and Engineering},
year={2017},
month={Feb},
day={15},
publisher={Hindawi},
volume={2017},
pages={3981908},
abstract={In this study, a small-scaled accelerated loading test based on similarity theory and Accelerated Pavement Analyzer was developed to evaluate dowel bars with different materials and cross-sections. Jointed concrete specimen consisting of one dowel was designed as scaled model for the test, and each specimen was subjected to 864 thousand loading cycles. Deflections between jointed slabs were measured with dial indicators, and strains of the dowel bars were monitored with strain gauges. The load transfer efficiency, differential deflection, and dowel-concrete bearing stress for each case were calculated from these measurements. The test results indicated that the effect of the dowel modulus on load transfer efficiency can be characterized based on the similarity model test developed in the study. Moreover, round steel dowel was found to have similar performance to larger FRP dowel, and elliptical dowel can be preferentially considered in practice.},
issn={1687-8434},
doi={10.1155/2017/3981908},
url={https://doi.org/10.1155/2017/3981908}
}

@Article{9,
  author="Villaret, Stephan  and Wieland, Marko",
  title="Information systems for continuously assessing the road condition",
journal={Betonstraßentagung 2019},
year = {2019},
volume = {B 34},
pages = {306},
publisher={FGSV},
note = {ISBN 978-3-86446-260-3}
}

@Article{10,
author={Bažant, Zdeněk P.  and Baweja, Sandeep},
title={Creep and shrinkage prediction model for analysis and design of concrete structures -- model {B}$_3$},
journal={Materials and Structures},
year={1995},
month={Jul},
day={01},
volume={28},
number={6},
pages={1-83},
issn={1871-6873},
doi={10.1007/BF02473152},
url={https://doi.org/10.1007/BF02473152}
}

@misc{11,
  author="{FORMTECH concrete forms, inc.}",
  eprint = {https://catalog.formtechinc.com/products/pavingflatwork/pavingflatround/surebuilt-dowel-sleeve/},
  note = {[2023-11-11]},
  urldate = {2023-11-11}
}

@phdthesis{12,
    title    = {Analysis of the anchorage area of elements prestressed with non--metallic reinforcement},
    school   = {Vysoké učení technické v Brně},
   adress = {Brno},
    author   = {Girgle, František},
    year     = {2011}
}

@phdthesis{13,
    title    = {Research in the field of construction elements and design of concrete pavements},
    school   = {Vysoké učení technické v Brně},
   adress = {Brno},
    author   = {Grošek, Jiří},
    year     = {2016}
}

@inproceedings{14,
author={Bedřich, S. and Pánek, P. and Veselý, J. and Vébr, L.},
title={Bars -- Reinforcing elements of cement concrete pavements},
booktitle={Pozemní komunikace 2022},
year={2022},
publisher={Czech Technical University in Prague},
pages={33-34},
isbn={978-80-01-07009-3},
}

@Article{15,
author={Bedřich, S.},
title={Reinforcing elements of concrete pavament},
journal={Silniční obzor},
year={2022},
publisher={Czech Technical University in Prague},
  volume    =  83,
  number    =  6,
  pages     = "3-7",
issn={0322--7154},
}


