Flexible pavement design of district road

Author:

VenkatCharyulu S.,Viswanadh G.K.

Abstract

In nowadays it is very important to have a proper road network for the purpose of good transportation. Few places road network is not available while the traffic is higher and enough. Pavement is generally being constructed and used for the purpose of smooth and comfort moment of the traffic. Flexible pavements will be subjected to load by wheel develop stress particles-to-particles transmit to the lower grades of layers through the granular structure. The pavement is subjected to the wheel loading action on it and the load is to be distributed to a larger area, such that the decrease in stress will occur with respect to the depth. The patch considered in this project is of KKY District Road. [KKY-Karimnagar Kamareddy Yellareddy]. The current condition of the KKY road is very much disturbed with the presence of uneven undulations as heavy loaded vehicles like moment of trucks took part. Hence, for the purpose of the fulfilment of all the above requirement factors and for the comfort moment of traffic. Adopted the effective design of flexible pavement. In this paper, we are enclosing the design report KKY road which includes all the which comes under the project of the pavement construction.

Publisher

EDP Sciences

Reference15 articles.

1. ASHTO A. guidelines for design of pavements structures. American association of state highways and transportation officials. (1993)

2. Abdesh Sinha K., Satish Chandra and Praveen kumar. Finite element analysis of flexible pavement with different subbase materials. Indian highways, new delhi. (2014)

3. Amarantha Reddy M., Sudhakar Reddy k, and pandey B.B, Design of CBR of subgrade of flexible pavements. (2001)

4. IRC: 37-2001. Guidelines for the design of flexible pavements. IRC, New Delhi.

5. Kranthi Kumar K., Rajashekar R., Amarnantha Reddy M. and pandey B.B, reclaimed asphalt pavements in bituminous mixes. Indian Highways 12–18. (2014)

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