Structural Performance of Inservice Flexible Pavements

Author:

Reddy B. B.1,Veeraragavan A.2

Affiliation:

1. Res. Fellow, Dept. of Civ. Engrg., Bangalore Univ., Bangalore-56, India.

2. Asst. Prof., Dept. of Civ. Engrg., Bangalore Univ., Bangalore-56, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference23 articles.

1. Permanent deformation in asphaltic materials.;Blight G. E.;J. Transp. Engrg., ASCE,1974

2. Bulman J. N. (1971). “Strengthening of flexible roads: the use of deflection measurements.” Proc. Seminar on Strengthening of Existing Road Pavement IRC Srinagar India III 15–35.

3. Croney D. (1967). “Failure criteria for flexible pavements.” Proc. 2nd Int. Conf. on Struct. Des. of Asphalt Pavements Univ. of Michigan Ann Arbor Mich. 608–612.

4. Croney D. (1972). “Failure criteria for flexible pavements.” Proc. 3rd Int. Conf. on Struct. Des. of Asphalt Pavements Univ. of Michigan Ann Arbor Mich. 608–612.

5. Gupta D. P. (1994). “Good roads—an economic necessity.” Rd. Res. Bull. Vol. I Central Rd. Res. Inst. New Delhi India.

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