Laboratory Evaluation of Performance of Pavement Quality Concrete Specimens Prepared Using Hybrid Fibers
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-4852-5_15
Reference15 articles.
1. Abou El-Mal HSS, Sherbini AS, Sallam HEM (2015) Mode II fracture toughness of hybrid FRCs. Int J Concr Struct Mater 9(4):475–486. https://doi.org/10.1007/s40069-015-0117-4
2. Banthia N, Majdzadeh F, Wu J, Bindiganavile V (2014) Fiber synergy in hybrid fiber reinforced concrete (HyFRC) in flexure and direct shear. Cement Concr Compos 48:91–97. https://doi.org/10.1016/j.cemconcomp.2013.10.018
3. Bellary A, Suresha SN (2021) Influence of NMAS and groove depths on the static and fatigue shear performance of aggregate interlocking in PQC mixes. Int J Pavement Eng: 1–13. https://doi.org/10.1080/10298436.2021.1968392
4. Bellary A, Suresha SN (2022) Influence of coarse aggregate size and type on the design thickness of rigid pavements for indian conditions. Lect Notes Civ Eng 193:417–429. https://doi.org/10.1007/978-3-030-87379-0_31
5. Bellary A, Suresha SN (2023) ANN model to predict joint stiffness of white-topped pavements using falling weight deflectometer (FWD) data. Int J Pavement Res Technol 16(2):370–384. https://doi.org/10.1007/s42947-021-00137-8
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