Investigating and Comparing Traffic Induced and Restrained Temperature Stresses in a Conventional Rigid Pavement and Semi-Rigid Layers-Reference-Cited by-同舟云学术

Investigating and Comparing Traffic Induced and Restrained Temperature Stresses in a Conventional Rigid Pavement and Semi-Rigid Layers

Published:2013 Issue: Volume:54 Page:875-884
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Setyawan A.,Zoorob S.E.,Hasan K.E.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference10 articles.

1. Anderton G.L., 2000, Engineering Properties of Resin Modified Pavement (RMP) for Mechanistic Design, US Army Engineer Research and Development Centre ERDC/GL TR-00-2, Vicksburg, MS- USA.

2. Bradbury, Royall D., 1938, Reinforced Concrete Pavements, Wire Reinforcement Institute, Washington, D.C.

3. Design and Performance of Road Pavements;Croney,1997

4. Department of Transport DOT 1994.

5. Goldbeck, A.T., 1924, Friction test of concrete on various sub-bases, Publ. Rds. Wash, 5(5).

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