LOKASI: Ruang Koleksi Umum Rak 3
Koperensi Tahunan Teknik Jalan ke 1, Bidang 3
Second International Conference On Road & Airfield Pavement Technology, Volume 1
Urban transport in developing countries; lesson in innovation, pp. 75-82
The paper presents a simplified method for modelling of permanent of permanent deformations of unbound granular layers. This method is based on three steps: fist, the material is characterized using repeated load triaxial tests, with different stress levels. Then, the test results are analyzed using a model of prediction of permanent deformations as a function of maximum applied cyclic stresse…
Rak 3 (Kelompok Proceeding)