Numerical study using stiffness parameters on the nonlinear behavior of RCA pavements under heavy traffic loads
Yazarlar (4)
Merve Akbaş İstanbul Teknik Üniversitesi, Türkiye
Dr. Öğr. Üyesi Bilal ÖZASLAN Kırşehir Ahi Evran Üniversitesi, Türkiye
Hadı Khanbabazadeh
Gebze Teknik Üniversitesi, Türkiye
Gebze Teknik Üniversitesi, Türkiye
Recep İyisan İstanbul Teknik Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Transportation Geotechnics (Q1) | ||
| Dergi ISSN | 2214-3912 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 01-2021 |
| Cilt / Sayı / Sayfa | 29 / 1 / 100582–0 | DOI | 10.1016/j.trgeo.2021.100582 |
| Özet |
| The use of the recycled concrete aggregates (RCA) obtained from construction and demolition wastes not only reduces the demand for natural aggregate, which ultimately leads to economical and eco-friendly designs, but also improves the long-term performance of a conventional flexible pavement. This study aims to investigate the effects of using 100% RCA in the pavement subbase and base courses on the mechanical behavior of the flexible pavement. This study is divided into two stages, i.e., a laboratory study characterizing the properties of RCA and a numerical analysis evaluating the long-term performance of RCA under heavy traffic load conditions. In the laboratory study, along with the determination of the classical geotechnical properties of base and subbase samples, the stiffness properties of the samples were obtained by applying the resilient modulus test (RMT) and permanent deformation test (PDT … |
| Anahtar Kelimeler |
| RCA | Flexible pavement | Resilient modulus | 3D nonlinear analysis | Rutting |
Science Direct
Numerical study using stiffness parameters on the nonlinear behavior of RCA pavements under heavy traffic loads
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 23 |
| SCOPUS | 23 |
| Google Scholar | 30 |