Time for Development of Internal Erosion and Piping in Embankment Dams-Reference-Cited by-同舟云学术

Time for Development of Internal Erosion and Piping in Embankment Dams

Published:2003-04 Issue:4 Volume:129 Page:307-314
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fell Robin¹,Wan Chi Fai²,Cyganiewicz John³,Foster Mark⁴

Affiliation:

1. Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney NSW 2052, Australia.

2. Research Engineer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney NSW 2052, Australia.

3. Senior Geotechnical Engineering Specialist, U.S. Bureau of Reclamation, P.O. Box 25007, Denver, Colorado 80215.

4. Associate, URS Australia, 116 Miller Street, North Sydney NSW 2060, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A4%28307%29

Reference14 articles.

1. Charles J. A. (1997). “Special problems associated with earthfill dams.” Proc. 19th Int. Congress on Large Dams Florence General Report International Commission on Large Dams (ICOLD) Paris Question 73 Vol. 2 1083–1193.

2. Predicting Loss of Life in Cases of Dam Failure and Flash Flood

3. Fell R. Wan C. F. Cyganiewicz J. and Foster M. (2001). “The time for development and detectability of internal erosion and piping in embankment dams and their foundations.” UNICIV Rep. No. R-399 School of Civil and Environmental Engineering Univ. of New South Wales Sydney Australia.

4. Foster M. A. and Fell R. (1999). “A framework for estimating the probability of failure of embankment dams by internal erosion and piping using event tree methods.” UNICIV Rep. No. R-377 School of Civil and Environmental Engineering Univ. of New South Wales Sydney Australia.

5. Foster M. A. and Fell R. (2000). “Use of event trees to estimate the probability of failure of embankment dams by internal erosion and piping.” Proc. 20th Int. Congress on Large Dams Beijing International Commission on Large Dams (ICOLD) Paris Question 76 Vol. 1 237–260.

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