Cyclic Behavior of Asphalt Concrete Used as Impervious Core in Embankment Dams

Author:

Wang Weibiao12,Höeg Kaare12

Affiliation:

1. Associate Professor, Dept. of Hydraulic Engineering, Xi’an Univ. of Technology, 5 Jinhua South Road, 710048 Xi’an, China (corresponding author).

2. Professor, Dept. of Geosciences, Univ. of Oslo; and Special Adviser, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, NO-0806 Oslo, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference24 articles.

1. Alicescu V. Tournier J. P. and Vannobel P. (2008). “Design and construction of Nemiscau-1 Dam the first asphalt core rockfill dam in North America.” Proc. CDA 2008 Annual Conf. Canadian Dam Association.

2. Arnevik A. Kjaernsli B. and Walbö S. (1988). “The Storvatn Dam—a rockfill dam with a central core of asphaltic concrete.” Transactions 16th Int. Congress on Large Dams R.9-Q.61 ICOLD Press Paris 141–158.

3. Breth H. (1964). “Measurements on a rockfill dam with bituminous concrete diaphragm.” Transactions 8th Int. Congress on Large Dams R.17-Q.29 ICOLD Press Paris 305–315.

4. Breth H. and Schwab H. (1973). “Stresses on asphaltic concrete cores in high dams during actual construction and during earthquakes.” Strabag Publications Series 9 Issue 1 121–134. First published in DieWasserwirtschaft 1973 63 Jahrgang Heft 5–6 194–197 (in German).

5. Chen Y. Li S. and Wang W. (2008). “Three-dimensional seismic analysis on Quxue asphalt core rockfill dam.” Xi’an University of Technology Xi’an China.

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