Optimizing Non-linear Granular Layer Coefficients of a Flexible Pavement for Mechanistic-Empirical Method

BOSTANCIOĞLU M.

TEKNIK DERGI, cilt.32, sa.6, ss.11315-11336, 2021 (SCI-Expanded) identifier identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 32 Sayı: 6
  • Basım Tarihi: 2021
  • Doi Numarası: 10.18400/tekderg.637166
  • Dergi Adı: TEKNIK DERGI
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Compendex, TR DİZİN (ULAKBİM)
  • Sayfa Sayıları: ss.11315-11336
  • Anahtar Kelimeler: Mechanistic-empirical design, AASHTO-93 method, non-linear layer coefficients, pavement life, rutting, fatigue, FINITE-ELEMENT-ANALYSIS, RESILIENT MODULUS, DESIGN
  • Sivas Cumhuriyet Üniversitesi Adresli: Evet

Özet

In recent years, mechanistic-empirical (M-E) design methods are preferred in the design of flexible pavements instead of empirical methods using equations based on the road performance tests. However, the calibration of transfer equations that convert mechanical responses to pavement life and the definition of layer materials used in M-E methods have great importance for M-E methods.