Some Uncertainties in Embankment Dam Engineering

Author:

Milligan Victor1

Affiliation:

1. Consulting Engineer, Golder Associates, 2390 Argentia Rd., Mississauga, ON L5N 5Z7, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference36 articles.

1. Bronner N. Fagerstrom H. and Stille H. (1988). “Bedrock cracks as a possible cause of leakage in two Swedish Dams.” Trans 16th ICOLD International Commission on Large Dams Paris.

2. Role of the calculated risk in earthwork and foundation engineering.;Casagrande A.;J. Soil Mech. Found. Div.,1965

3. Dascal O. (1984). “Peculiar behaviour of the Manicouagan 3 Dam’s core.” Proc. Int. Conf. Case Histories in Geotechnical Engineering Vol. II Univ. of Missouri-Rolla Rolla Mo. 561–567.

4. Dreville F. Pare J. J. Capelle J. F. Dascal O. and Larocque G. S. (1970). “Diaphragme en béton moul’e pour l’etancheité des foundations du barrage Manicougan 3.” Trans. 10th Int. Congress on Large Dams Q. 37 R. 34 International Commission on Large Dams Paris (in French).

5. Duguid D. R. Reynolds J. H. and Robinson A. D. G. (1973). “Control of frost heave cracking in a zoned earth dyke.” Canada/USSR Co-Operators in the Industrial Application of Science and Technology in the Electrical Power Industry Seminar Leningrad April.

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