This paper is published in Volume-6, Issue-4, 2020
Area
Civil Engineering
Author
K. Shreyas, Yathish G. D., Yashaswini G., Pavithra R., Shilpa Patil
Org/Univ
Raja Rajeswari College of Engineering, Bengaluru, Karnataka, India
Pub. Date
12 August, 2020
Paper ID
V6I4-1328
Publisher
Keywords
Flexible, Rigid Pavement, Semi-Rigid Pavement

Citationsacebook

IEEE
K. Shreyas, Yathish G. D., Yashaswini G., Pavithra R., Shilpa Patil . A study on the effect of CBR value on the thickness of the pavement, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
K. Shreyas, Yathish G. D., Yashaswini G., Pavithra R., Shilpa Patil (2020). A study on the effect of CBR value on the thickness of the pavement. International Journal of Advance Research, Ideas and Innovations in Technology, 6(4) www.IJARIIT.com.

MLA
K. Shreyas, Yathish G. D., Yashaswini G., Pavithra R., Shilpa Patil . "A study on the effect of CBR value on the thickness of the pavement." International Journal of Advance Research, Ideas and Innovations in Technology 6.4 (2020). www.IJARIIT.com.

Abstract

Pavements are required for the smooth, safe, and systematic passage of traffic. Pavements are generally classified as flexible and rigid pavements. Flexible pavements are those which have low flexural strength and are flexible in their structural action under loads. Rigid pavements are those which possess noteworthy flexural strength and flexural rigidity.