{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,16]],"date-time":"2025-10-16T03:58:27Z","timestamp":1760587107923,"version":"build-2065373602"},"reference-count":31,"publisher":"MDPI AG","issue":"7","license":[{"start":{"date-parts":[[2022,6,22]],"date-time":"2022-06-22T00:00:00Z","timestamp":1655856000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"Anhui Provincial Universities Natural Science Research Project","award":["KJ2020ZD43","1908085ME144"],"award-info":[{"award-number":["KJ2020ZD43","1908085ME144"]}]},{"name":"Anhui Provincial Natural Science Foundation Project","award":["KJ2020ZD43","1908085ME144"],"award-info":[{"award-number":["KJ2020ZD43","1908085ME144"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Symmetry"],"abstract":"<jats:p>Based on the design of a prefabricated pervious composite cement concrete pavement slab, the interface properties and bending deformation properties of basalt pervious concrete (BPC) and PVA fiber base impervious concrete (PFBIC) composite specimens were studied. The effects of the different interfacial agents on the interfacial bonding performance were compared using a splitting tensile strength test and interfacial shear test. The deformation capacity of the composite specimens under bending load was tested using a three-point bending test, with the symmetry of the model considered and compared with the deformation capacity of the BPC specimen and PFBIC specimen. The results showed that the compressive strength of the BPC prepared using an orthogonal test reached 40.30 MPa, while the permeability coefficient was 2.41 mm\/s. Different interface treatment processes determine the interface bonding properties. The best interface treatment method can induce the interface bonding strength to be higher than the strength of the BPC matrix itself, while the interface transition zone matrix will be denser without obvious microscopic defects. Under the bending tensile load, the ultimate bending stress reached 6.58 MPa and the maximum deflection in the midspan was 0.81 mm. As a protective layer, the PFBIC can alleviate the disadvantage of the insufficient strength of the BPC and can improve the bending ultimate bearing capacity of the BPC-PFBIC through its own stiffness.<\/jats:p>","DOI":"10.3390\/sym14071295","type":"journal-article","created":{"date-parts":[[2022,6,22]],"date-time":"2022-06-22T23:11:19Z","timestamp":1655939479000},"page":"1295","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Study on the Preparation and Performance of a Prefabricated Pervious-Cement-Based Concrete Pavement Slab"],"prefix":"10.3390","volume":"14","author":[{"given":"Hong-Xia","family":"Zhai","sequence":"first","affiliation":[{"name":"School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Chao-Fan","family":"Li","sequence":"additional","affiliation":[{"name":"School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China"},{"name":"Prefabricated Building Research Institute of Anhui Province, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Yun-Lin","family":"Liu","sequence":"additional","affiliation":[{"name":"Prefabricated Building Research Institute of Anhui Province, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Yue","family":"Zhao","sequence":"additional","affiliation":[{"name":"School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Yu-Zhao","family":"Tang","sequence":"additional","affiliation":[{"name":"School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Hai-Bin","family":"Li","sequence":"additional","affiliation":[{"name":"School of Materials and Chemical Engineering, Anhui Jianzhu University, Hefei 230601, China"}]},{"given":"Ji-Yuan","family":"Zheng","sequence":"additional","affiliation":[{"name":"Department of Civil and Mineral Engineering, University of Toronto, Toronto, ON M5S 2E8, Canada"}]}],"member":"1968","published-online":{"date-parts":[[2022,6,22]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"139078","DOI":"10.1016\/j.scitotenv.2020.139078","article-title":"China\u2019s sponge city development for urban water resilience and sustainability: A policy discussion","volume":"729","author":"Ma","year":"2020","journal-title":"Sci. Total Environ."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"122430","DOI":"10.1016\/j.conbuildmat.2021.122430","article-title":"Experimental investigation of the use of pervious concrete on high volume roads","volume":"279","author":"Akkaya","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"103791","DOI":"10.1016\/j.mechrescom.2021.103791","article-title":"Prediction of the relationship between strength and porosity of pervious concrete: A micromechanical investigation","volume":"118","author":"Vu","year":"2021","journal-title":"Mech. Res. Commun."},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"125383","DOI":"10.1016\/j.conbuildmat.2021.125383","article-title":"A chemical-mechanics model for the mechanics deterioration of pervious concrete subjected to sulfate attack","volume":"312","author":"Song","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"121966","DOI":"10.1016\/j.conbuildmat.2020.121966","article-title":"Precast prestressed concrete pavement (PPCP): Effect of thermal gradient on curling deflection and stress","volume":"274","author":"Kim","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_6","doi-asserted-by":"crossref","first-page":"1605","DOI":"10.1016\/j.jclepro.2018.11.134","article-title":"Permeable concrete pavements: A review of environmental benefits and durability","volume":"210","author":"Xie","year":"2019","journal-title":"J. Clean. Prod."},{"key":"ref_7","doi-asserted-by":"crossref","first-page":"544","DOI":"10.1016\/j.conbuildmat.2018.06.131","article-title":"Research and application of pervious concrete as a sustainable pavement material: A state-of-the-art and state-of-the-practice review","volume":"183","author":"Zhong","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_8","doi-asserted-by":"crossref","first-page":"120759","DOI":"10.1016\/j.conbuildmat.2020.120759","article-title":"Impact of aggregate type and size and mineral admixtures on the properties of pervious concrete: An experimental investigation","volume":"265","author":"Huang","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"743","DOI":"10.1016\/j.powtec.2021.11.019","article-title":"Effects of aggregate bulking and film thicknesses on water permeability and strength of pervious concrete","volume":"396","author":"Li","year":"2022","journal-title":"Powder Technol."},{"key":"ref_10","doi-asserted-by":"crossref","first-page":"119260","DOI":"10.1016\/j.conbuildmat.2020.119260","article-title":"Effect of mix proportion on the structural and functional properties of pervious concrete paving mixtures","volume":"255","author":"Sahdeo","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_11","doi-asserted-by":"crossref","first-page":"121342","DOI":"10.1016\/j.conbuildmat.2020.121342","article-title":"Conceptual design and performance evaluation of high strength pervious concrete","volume":"269","author":"Shen","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_12","doi-asserted-by":"crossref","first-page":"875","DOI":"10.1016\/j.conbuildmat.2016.06.035","article-title":"Using carbon fiber composites for reinforcing pervious concrete","volume":"126","author":"Rangelov","year":"2016","journal-title":"Constr. Build. Mater."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"224","DOI":"10.1016\/j.compositesb.2013.02.007","article-title":"Application of ductile fiber reinforced cementitious composite in jointless concrete pavements","volume":"50","author":"Zhang","year":"2013","journal-title":"Compos. Part B Eng."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"123362","DOI":"10.1016\/j.conbuildmat.2021.123362","article-title":"Modular pavements: Developing high performance concrete","volume":"292","author":"Vaitkus","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_15","first-page":"49","article-title":"Experimental on Bonding Performances of UHPC-thin Asphalt Layer with Epoxy Adhesive Agents for Ultra-high Performance Composite Bridge Deck","volume":"40","author":"Li","year":"2020","journal-title":"J. Chang. Univ. Nat. Sci. Ed."},{"key":"ref_16","doi-asserted-by":"crossref","first-page":"04014031","DOI":"10.1061\/(ASCE)MT.1943-5533.0000890","article-title":"Bond performance between ultrahigh-performance concrete and normal-strength concrete","volume":"26","author":"Harris","year":"2014","journal-title":"J. Mater. Civ. Eng."},{"key":"ref_17","unstructured":"Crane, C.K. (2010). Shear and Shear Friction of Ultra-High Performance Concrete Bridge Girders, Georgia Institute of Technology."},{"key":"ref_18","doi-asserted-by":"crossref","first-page":"182","DOI":"10.1016\/j.conbuildmat.2005.06.024","article-title":"A preliminary study of reactive powder concrete as a new repair material","volume":"21","author":"Lee","year":"2007","journal-title":"Constr. Build. Mater."},{"key":"ref_19","doi-asserted-by":"crossref","first-page":"88","DOI":"10.3141\/2577-11","article-title":"Effect of surface roughness on the bond between ultrahigh-performance and precast concrete in bridge deck connections","volume":"2577","author":"Li","year":"2016","journal-title":"Transp. Res. Rec."},{"key":"ref_20","doi-asserted-by":"crossref","first-page":"04020128","DOI":"10.1061\/(ASCE)BE.1943-5592.0001669","article-title":"Concrete bond and behavior of nonproprietary ultrahigh-performance concrete bridge slab joints","volume":"26","author":"Looney","year":"2021","journal-title":"J. Bridge Eng."},{"key":"ref_21","doi-asserted-by":"crossref","first-page":"118455","DOI":"10.1016\/j.conbuildmat.2020.118455","article-title":"Shear properties of the interface between ultra-high performance concrete and normal strength concrete","volume":"248","author":"Zhang","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_22","doi-asserted-by":"crossref","first-page":"9","DOI":"10.3141\/1668-02","article-title":"Bond interaction between concrete pavement and lean concrete base","volume":"1668","author":"Tarr","year":"1999","journal-title":"Transp. Res. Rec."},{"key":"ref_23","doi-asserted-by":"crossref","first-page":"125375","DOI":"10.1016\/j.conbuildmat.2021.125375","article-title":"Bonding performance between ultra-high performance concrete and asphalt pavement layer","volume":"312","author":"Lu","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_24","doi-asserted-by":"crossref","unstructured":"Wang, H.-P., Song, T., Yan, J.-W., Xiang, P., Feng, S.-Y., and Hui, D. (2021). Improved Analytical Method for Interfacial-Slip Control Design of Steel\u2013Concrete Composite Structures. Symmetry, 13.","DOI":"10.3390\/sym13071225"},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"8864706","DOI":"10.1155\/2021\/8864706","article-title":"Experimental Research on Durability of Fly Ash Pavement Concrete and Mix Proportion Optimization","volume":"2021","author":"Zhai","year":"2021","journal-title":"Adv. Mater. Sci. Eng."},{"key":"ref_26","doi-asserted-by":"crossref","first-page":"5561097","DOI":"10.1155\/2021\/5561097","article-title":"Interfacial Bond Properties between Normal Strength Concrete and Epoxy Resin Concrete","volume":"2021","author":"Sun","year":"2021","journal-title":"Adv. Mater. Sci. Eng."},{"key":"ref_27","doi-asserted-by":"crossref","first-page":"127600","DOI":"10.1016\/j.conbuildmat.2022.127600","article-title":"Role of silica fume on hydration and strength development of ultra-high performance concrete","volume":"338","author":"Xi","year":"2022","journal-title":"Constr. Build. Mater."},{"key":"ref_28","doi-asserted-by":"crossref","first-page":"103464","DOI":"10.1016\/j.cemconcomp.2019.103464","article-title":"Influence of expansive calcium sulfoaluminate agent dosage on properties and microstructure of expansive self-compacting concretes","volume":"107","author":"Carballosa","year":"2020","journal-title":"Cem. Concr. Compos."},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"117068","DOI":"10.1016\/j.conbuildmat.2019.117068","article-title":"Effect of PVA fiber on mechanical properties of cementitious composite with and without nano-SiO2","volume":"229","author":"Ling","year":"2019","journal-title":"Constr. Build. Mater."},{"key":"ref_30","doi-asserted-by":"crossref","first-page":"117561","DOI":"10.1016\/j.conbuildmat.2019.117561","article-title":"Microstructural study of Portland cement partially replaced with fly ash, ground granulated blast furnace slag and silica fume as determined by pozzolanic activity","volume":"238","author":"Nedunuri","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_31","doi-asserted-by":"crossref","first-page":"1233","DOI":"10.1016\/j.cemconres.2012.05.015","article-title":"Effect of the curing temperature on the creep of a hardened cement paste","volume":"42","author":"Vu","year":"2012","journal-title":"Cem. Concr. Res."}],"container-title":["Symmetry"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/2073-8994\/14\/7\/1295\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,10]],"date-time":"2025-10-10T23:37:21Z","timestamp":1760139441000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/2073-8994\/14\/7\/1295"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,6,22]]},"references-count":31,"journal-issue":{"issue":"7","published-online":{"date-parts":[[2022,7]]}},"alternative-id":["sym14071295"],"URL":"https:\/\/doi.org\/10.3390\/sym14071295","relation":{},"ISSN":["2073-8994"],"issn-type":[{"type":"electronic","value":"2073-8994"}],"subject":[],"published":{"date-parts":[[2022,6,22]]}}}