| Makale Türü |
|
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | Geotextiles and Geomembranes |
| Dergi ISSN | 0266-1144 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI |
| Dergi Grubu | Q1 |
| Makale Dili | İngilizce |
| Basım Tarihi | 08-2021 |
| Cilt No | 49 |
| Sayı | 4 |
| Sayfalar | 1058 / 1065 |
| DOI Numarası | 10.1016/j.geotexmem.2021.02.004 |
| Makale Linki | http://dx.doi.org/10.1016/j.geotexmem.2021.02.004 |
| Özet |
| It is widely known that vertical displacements and strains occur on the joints and these cause defects on the asphalt concrete (AC) overlays on existing Portland cement concrete (PCC) pavements. Various approaches were introduced to minimize these defects. In this study, the effect of joint support formed using the geogrid material with grout mortar on the vertical displacement of PCC and the strain at the bottom of the AC layer. Produced layers were exposed to 1,186,000 Equivalent Single Axle Load (ESAL) in an APT (Accelerated Pavement Test) facility and the results were monitored. According to the obtained results, the use of AC overlay reduces vertical displacement in the PCC by 75%. When geogrid reinforced AC overlay was used, an additional reduction in displacement by 41.2% was achieved. Geogrid reinforcement reduced strain values formed at the bottom of the AC layer from 29.5% to 92.5%. The use of geogrid at joints instead of increasing the thickness of the AC layer from 50 to 80 mm resulted a more significant reduction in both strain and displacement. Besides, the usage of a geogrid interlayer instead of increasing the thickness of the AC layer also provided a significant cost reduction of 57.9% in overall cost. |
| Anahtar Kelimeler |
| AC overlay | Accelerated pavement test | Contraction joints | Geogrid reinforcement | Strain | Vertical displacement |
| Atıf Sayıları | |
| WoS | 1 |
| SCOPUS | 2 |
| Dergi Adı | GEOTEXTILES AND GEOMEMBRANES |
| Yayıncı | Elsevier B.V. |
| Açık Erişim | Hayır |
| ISSN | 0266-1144 |
| E-ISSN | 1879-3584 |
| CiteScore | 11,4 |
| SJR | 2,038 |
| SNIP | 2,690 |