Modeling Marshall stability of light asphalt concretes fabricated using expanded clay aggregate with artificial neural networks
Küçük Resim Yok
Tarih
2012
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In this study, an Artificial Neural Network (ANN) model has been developed to estimate Marshall Stability (MS) of lightweight asphalt concrete containing expanded clay. In the model, amount of bitumen (%), transition speed of ultrasound (?s), unit weight (gr/cm 3) were used as inputs and Marshall Stability (kg) was used as output. Developed ANN model results and the experimental results were compared and good relationship was found. © 2012 IEEE.
Açıklama
International Symposium on INnovations in Intelligent SysTems and Applications, INISTA 2012 -- 2 July 2012 through 4 July 2012 -- Trabzon -- 92831
Anahtar Kelimeler
Artificial Neural networks; expanded clay; Lightweight asphalt concrete; Marshall Stability; Prediction
Kaynak
INISTA 2012 - International Symposium on INnovations in Intelligent SysTems and Applications