Field validation and parametric study of a thermal crack spacing model Timm, David H. Primary Author mixed material bibliography AAPT 2003 id Indonesia
Computer Software
 Asphalt Paving Technology 2003, Volume 72 It was found that model predictions compared favorably with field section observations. Also the crack spacing derived by the model was most influenced by the stiffness of the asphalt concrete and supporting layer, the thermal coefficient of contraction of the asphalt concrete, and the frictional properties of the unbound supporting layer. In the future, the model could be used to predict crack spacing as a function of environmental conditions and material types and help plan mitigation strategies CRACKING FLEXIBLE PAVEMENTS 624.131.22(063) Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 0000015839 My Library 15343 machine generated