Modeling Resilient Modulus and Temperature Correction for Saudi Roads-Reference-Cited by-同舟云学术

Modeling Resilient Modulus and Temperature Correction for Saudi Roads

Published:2001-08 Issue:4 Volume:13 Page:298-305
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wahhab Hamad I. Al-Abdul¹²³,Asi Ibrahim M.¹²³,Ramadhan Rezqallah H.¹²³

Affiliation:

1. Prof., Dept. of Civ. Engrg., King Fahd Univ. of Petr. and Minerals, Dhahran 31261, Saudi Arabia.

2. Asst. Prof., Dept. of Civ. Engrg., King Fahd Univ. of Petr. and Minerals, Dhahran 31261, Saudi Arabia.

3. Res. Engr. III, Res. Inst., King Fahd Univ. of Petr. and Minerals, Box 501, Dhahran 31261, Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A4%28298%29

Reference11 articles.

1. Asphalt Pavement Temperature Related to Arid Saudi Environment

2. The Asphalt Institute (TAI). ( 1984). “Mix design methods for asphalt concrete and other hot-mix types.” MS-2 Md.

3. Bissada F. ( 1972). “Asphalt pavement temperature related to Kuwait climate.” Hwy. Res. Rec. 404 Transportation Research Board Washington D.C. 71–85.

4. Bolk N. J. Van der Heide J. P. and Zantvliet M. C. ( 1982). “Basic research into the effect of filler on the mechanical properties of dense asphalt concrete.” Proc. Assn. of Asphalt Paving Technologists Kansas City Mo. 51 398–453.

5. Dickinson E. J. ( 1978). “A method of calculating temperature gradients in asphalt concrete pavement structures based on climatic data.” Australian Road Res. Victoria Australia 8(4) 16–34.

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