Estimation of relative performance of reinforced overlaid asphalt concretes against reflection cracking due to bending more fracture

Author:

Doh Young S.,Baek Sung H.,Kim Kwang W.

Publisher

Elsevier BV

Subject

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

Reference10 articles.

1. Tabulated values for determining the complete pattern of stressed, strains and deflections beneath a uniform circular load on a homogeneous half space;Alvin;Highway Res Board Bull,1962

2. Asphalt Institute. Mix design methods for asphalt concrete and other hot-mix types, MS No. 2 (MS-2); 1984. p. 22–5.

3. Doh YS. Estimation of fatigue life against reflection cracking of reinforced overlay asphalt concretes. PhD dissertation, Graduate School, Kangwon National University, Chuncheon, Korea; 2000.

4. Lim SB. Development and evaluation of accelerated reflection cracking test system in shear mode. MS thesis, Graduate School, Kangwon National University, Chuncheon, Korea; 1999.

5. Kim KW, Doh YS, Rhee SK, Lim SB, Park TS. Evaluation of resistance against mode II reflection cracking in reinforced asphalt pavements. In: Proceedings, 7th conference on asphalt pavements for Southern Africa, Victoria Falls, Zimbabwe; 1999.

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