Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050)

<p>In Indonesia, many roads have been damaged especially on flexible pavement design. There are caused by the high of traffic volume, extreme climate changes, the bad subgrade quality and the lack of quality of pavement material. The aim of this research is to analysis of the pavement quality...

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Bibliographic Details
Main Authors: Doni Ikrar Dinata, Anita Rahmawati, Dian Setiawan M
Format: Article
Language:English
Published: Universitas Muhammadiyah Yogyakarta 2017-11-01
Series:Semesta Teknika
Subjects:
Online Access:https://journal.umy.ac.id/index.php/st/article/view/2723