Effective stress concept for the effect of hydraulic hysteresis on the resilient behaviour of low traffic pavements

Author:

Ho Xuan Nam,Nowamooz Hossein,Chazallon Cyrille,Migault Bernard

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference53 articles.

1. AASHTO T 307-99, 2003. Determining the resilient modulus of soils and aggregate materials. Washington, DC: American Association of State Highway and Transportation Officials.

2. A numerical model for flexible pavements rut depth evolution with time

3. A microstructurally based effective stress for unsaturated soils

4. ASTM D 5298-94, 1995. Standard test method for measurement of soil potential (suction) using filter paper. 4.09, 154–159.

5. Barksdale, R.D., 1972. Laboratory evaluation of rutting in base course materials. In: Proceedings, 3rd international conference on structural design of asphalt pavement, London. Rotterdam: Balkema, 161–174.

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