Assessing Embankment Dam Filters That Do Not Satisfy Design Criteria-Reference-Cited by-同舟云学术

Assessing Embankment Dam Filters That Do Not Satisfy Design Criteria

Published:2001-05 Issue:5 Volume:127 Page:398-407
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Foster Mark¹²,Fell Robin¹²

Affiliation:

1. Sr. Engr., URS Corp., Level 3, 116 Miller St., North Sydney 2060, Australia.

2. Prof., School of Civ. and Envir. Engrg., Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author). E-mail: r.fell@ unsw.edu.au

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%282001%29127%3A5%28398%29

Reference24 articles.

1. Foster M. A. ( 1999). “The probability of failure of embankment dams by internal erosion and piping.” PhD thesis School of Civ. and Envir. Engrg. University of New South Wales Sydney Australia.

2. Foster M. A. and Fell R. ( 1999). “Assessing embankment dam filters which do not satisfy design criteria.” UNICIV Rep. No. R-376 School of Civ. and Envir. Engrg. University of New South Wales Sydney Australia.

3. Foster M. Spannagle M. and Fell R. ( 1998). “Analysis of embankment dam incidents.” UNICIV Rep. No. R-374 School of Civ. and Envir. Engrg. University of New South Wales Sydney Australia.

4. Improved Filter Criterion for Cohesionless Soils

5. International Commission on Large Dams (ICOLD). ( 1994). “Bulletin 95 embankment dams granular filters and drains.” Paris.

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