Laboratory Evaluation of SBS Modified Bituminous Paving Mix

Author:

Awanti S. S.123,Amarnath M. S.123,Veeraragavan A.123

Affiliation:

1. Professor of Civil Engineering, Dept. of Civil Engineering, P.D.A. College of Engineering, Gulbarga 585102, India. E-mail: ssawanti@yahoo.co.in

2. Professor of Civil Engineering, Dept. of Civil Engineering, Bangalore Univ., Bangalore 560056, India. E-mail: amarnath_ms@rediffmail.com

3. Professor and Head, Transportation Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology, Madras Chennai 600036, India. E-mail: av@iitm.ac.in

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. AASHTO. (1989). “Resistance of compacted bituminous mixture to moisture induced damage.” No. T 283 .

2. ASTM. (1996a). “Resistance to plastic flow of bituminous mixtures using Marshall apparatus.” D 5581 West Conshohocken Pa. 4.

3. ASTM. (1996b). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” D 4123 West Conshohocken Pa. 4.03(4).

4. Bureau of Indian Standards. (1992). “Requirements for paving bitumen type 1.” IS:73 New Delhi India.

5. Indian Road Congress (IRC). (2002). “Tentative guide lines on use of polymer and rubber modified bitumen in road construction.” SP: 53 New Delhi India.

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