Ditapis dengan
Interpretation of Backcalculated Layer Moduli of Crack-and-Seat Pavement from…
Trr No. 1377 Pavement Design, Management And Performance, pp. 167-171
Effectiveness of seal coat interlayers in maintenance overlays
ASTM STP 1348, pp. 151-167
Detection Of Viods Under Concrete Pavements Using Deflection Testing-Kansas E…
Pumping of fines from the foundation layer is a major cause of loss of support beneath Jointed Plain Concrete Pavement (JPCP). The loss of support causes large deflections and slab stresses, which in turn, lead to faulting of joints, corner breaks/diagonal cracks, and finally complete break-up of slabs. This paper describes the experience of the Kansas Department of Transportation (KDOT) wtih u…
Fourteen Years of Accelerated Pavement Testing at Kansas State University
The Accelerated Pavement Testing (APT) program at Kansas State University (KSU) has been in existence for the past 14 years. The Midwest States Accelerated Pavement Testing Pooled Funds Program, a consortium of the Departments of Transportation of Iowa, Kansas, Missouri, and the Nebraska Department of Roads, has been the sponsors for the majority of the tests. Sixteen full-scale pavement tests …
Finding an Optimal Bitumen and Natural Sand Balance for Hot Mix Asphalt Concr…
Lokasi: Ruang Koleksi Umum Rak 3
Incremental Rutting Prediction with Asphalt Mixture Shear Properties
Lokasi: Ruang Koleksi Umum Rak 3
Thermal Gradient in Self Compacting Concrete-An Experimental Investigation
Lokasi: Ruang Koleksi Umum Rak 3
Static Compaction Characteristics of Coarse and Fine
Lokasi: Ruang Koleksi Umum Rak 3
