Impact of subsurface water on structural performance of inundated flexible pavements

Author:

Elshaer Mohamed1,Ghayoomi Majid1,Daniel Jo Sias1

Affiliation:

1. Department of Civil and Environmental Engineering, University of New Hampshire , Durham, NH, USA

Funder

Federal Highway Administration

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference44 articles.

1. Carmichael, R.F., III and Stuart, E. , 1985. Predicting resilient modulus: a study to determine the mechanical properties of subgrade soils . In: Transportation Research Record TRR 1043 , Washington, DC: Transportation Research Board National Research Council, 145–148.

2. Cary, C.E. and Zapata, C.E. , 2010. Enhanced model for resilient response of soils resulting from seasonal changes as implemented in mechanistic-empirical pavement design guide. In: Transportation Research Record: Journal of the Transportation Research Board, No. 2170 . Washington, D.C.: Transportation Research Board of the National Academies, 36–44.

3. Resilient Modulus for Unsaturated Unbound Materials

4. Ceratti, A. , Gehling, W. , and Nunez, W.P. , 2004. Seasonal variations of a subgrade soil resilient modulus in Southern Brazil . In: Transportation Research Record 1874 . Washington, DC: Transportation Research Board, 165–173.

5. Pavement Materials, Structures, and Performance

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