Flexible pavement presentation • 1. Onbadhu Roobai Nottu Full Movie Download here. FLEXIBLE PAVEMENT THEORY AND DESIGN Guide: Dr. Shashikant Sharma, Assistant prof.

Stephen Gately New Beginning Raritan. Civil engineering department. NATIONAL INSTITUTE OF TECHNOLOGY, HAMIRPUR DEPT. OF CIVIL ENGINEERING, 2016 • THEORY OF FLEXIBLE PAVEMENT: 2 Presented by:  Md. Taiyab Jawed (16M144)  Pawan Kumar (16M145)  Gyandeep Singh Arya (16M146) • What is pavement?  A structure consisting of superimposed layers of processed materials above the natural soil sub- grade, whose primary function is to distribute the applied vehicle loads to the sub-grade.

Traffic in MSA, Equivalent. CBR and relevant design catalogue. From the design catalogue, assume tentative pavement design. It is preferable to choose on the lower side to start with. Check the grade of bitumen in “Grade of bitumen” tab (by default VG 30 selected). Then click in “Run IITPAVE”. Click on the button below to launch the PaveXpress Scoping Tool and start creating your own designs, with options for both flexible and rigid pavement construction. The aim of this paper is to develop software for the flexible pavement design based on the AASHTO, Group Index, and CBR. This software ca. A presentation by Ms. Donia Savio, Ph.D. Research scholar, Transportation Engg., Division, IIT Madras on axle load analysis for bituminous pavement design. This project was funded by DST, Govt. Lecture - 36 Flexible Pavement Design Indian Roads Congress. Junghans Mega Solar Titan Bedienungsanleitung Huawei. Lecture - 36 Flexible Pavement Design Indian Roads.

3 • Types of Pavement 4 PAVEMENT FLEXIBLE PAVEMENT RIGID PAVEMENT • Flexible pavement: 5  Flexible pavements are those which on a whole have low or negligible flexural strength and rather flexible in their structural action under load. • Load transfer: 6  Load is transferred to the lower layer by grain to grain distribution as shown in the figure given below; • Load Transfer (continue ) 7  The wheel load acting on the pavement will be distributed to a wider area, and the stress decreases with the depth.

Flexible pavement layers reflect the deformation of the lower layers on to the surface layer • TYPICAL LAYERS OF A FLEXIBLE PAVEMENT: 8  Typical layers of a conventional flexible pavement includes seal coat, surface course, tack coat, binder course, prime coat, base course, sub-base course, compacted sub-grade, and natural sub-grade. • TYPICAL LAYERS OF A FLEXIBLE PAVEMENT 9  Seal coat is a thin surface treatment used to water- proof the surface and to provide skid resistance.  Tack coat is a very light application of asphalt emulsion diluted with water. And It provides bonding between two layers of binder course.  Prime coat is an application of low viscous cutback bitumen to an absorbent surface like granular bases on which binder layer is placed and provides bonding between two layers. • TYPICAL LAYERS OF A FLEXIBLE PAVEMENT (Continue.) 10  Surface course is the layer directly in contact with traffic loads and are constructed with dense graded asphalt concrete.  Binder course purpose is to distribute load to the base course.