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Naslov:Potential of using waste materials in flexible pavement structures identified by optimization design approach
Avtorji:ID Jelušič, Primož (Avtor)
ID Gücek, Süleyman (Avtor)
ID Žlender, Bojan (Avtor)
ID Gürer, Cahit (Avtor)
ID Varga, Rok (Avtor)
ID Bračko, Tamara (Avtor)
ID Taciroğlu, Murat V. (Avtor)
ID Korkmaz, Burak E. (Avtor)
ID Yarcı, Şule (Avtor)
ID Macuh, Borut (Avtor)
Datoteke:.pdf sustainability-15-13141-v3.pdf (6,20 MB)
MD5: D8CB759D45A399E59E52FAD36F9D7C44
Verzija: Založnikova verzija
URL obdelane datoteke: https://www.mdpi.com/2071-1050/15/17/13141
 
URL https://www.mdpi.com/2071-1050/15/17/13141
 
Jezik:Angleški jezik
Vrsta gradiva:Neznano
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
Opis:This paper presents the design of geosynthetic reinforced flexible pavements and their modification by incorporating waste materials into bonded and unbonded layers of the pavement structure. The optimal design of flexible pavements was achieved by minimizing the construction cost of the pavement. The incorporation of waste materials into the pavement structure affects the material properties. Therefore, along with the traffic load, the effects of the material properties of the asphalt concrete, base layer, sub-base layer, and subgrade were analyzed in terms of pavement structure costs and CO2 emissions of materials used in pavement construction. In addition, a comparison was made between pavements with and without geosynthetic reinforcement in terms of design, optimum construction cost, and CO2 emissions. The use of geosynthetics is even more effective in pavement structures that contain waste materials in an unbound layer, both in terms of cost and CO2 emissions. The minimum value of the California Bearing Ratio of the subgrade was determined at which the use of geosynthetic reinforcement for pavement structure with and without the inclusion of waste materials is economically and sustainably justified. The use of geosynthetics could result in a 15% reduction in pavement structure cost and a 9% reduction in CO2 emissions due to the reduced thickness of unbound layers. In addition, reducing the CBR of the unbound layer from 100% to 30% due to the inclusion of waste materials implies a cost increase of up to 13%. While the present study is based on an empirical pavement design method in which pavement thickness is limited by the pavement thickness index, the same minimum thicknesses are obtained in the optimization process regardless of whether the objective function is the minimum construction cost or minimum CO2 emissions.
Ključne besede:pavement design, waste materials, optimization, minimum construction cost, CO2 emissions, geosynthetics, waste management
Status objave pri reviji:Objavljeno
Verzija članka:Založnikova različica članka
Datum objave:31.08.2023
Založnik:MDPI
Leto izida:2023
Št. strani:str. 1-19
Številčenje:Vol. 15, iss. 17, [art. no.] 13141
PID:20.500.12556/DKUM-85901 Novo okno
UDK:628.477.6:625.88
COBISS.SI-ID:164829443 Novo okno
DOI:10.3390/su151713141 Novo okno
ISSN pri članku:2071-1050
Datum objave v DKUM:18.09.2023
Število ogledov:96
Število prenosov:9
Metapodatki:XML RDF-CHPDL DC-XML DC-RDF
Področja:Ostalo
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Skupna ocena:(0 glasov)
Vaša ocena:Ocenjevanje je dovoljeno samo prijavljenim uporabnikom.
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Gradivo je del revije

Naslov:Sustainability
Skrajšan naslov:Sustainability
Založnik:MDPI
ISSN:2071-1050
COBISS.SI-ID:5324897 Novo okno

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:pločniki, cestišče, načrtovanje pločnikov, odpadni material, ponovna uporaba odpadkov, zmanjševanje stroškov, emisije CO2, vgradnja geosintetičnih materialov, geosintetični materiali


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