Investigation of Effective Parameters on the Embankment Dam Filter Behavior in Simultaneous Cracking in the Core and Filter

Author:

Ali Zomorodian S. M.,Moghadam Mohammad Jamali

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference14 articles.

1. Bertram GE (1940) An experimental investigation of protective filters. Harvard Soil Mechanics Series No. 7, Graduate School of Engineering, Harvard University, Cambridge, MA, Publication

2. Brandon T, Park Y, Duncan JM (2006) New apparatus for evaluating filter performance for dams containing cracks. Geotech Test J vol 30, no1, paper ID GTJ12622

3. Foster M, Fell R (2001) Assessing embankment dam filters that do not satisfy design criteria. J Geotech Geoenviron Eng 127(5):398–407

4. Honjo Y, Veneziano D (1989) Improved filter criterion for cohesionless soils. J Geotech Eng ASCE 115(1):75–94

5. Hsu SJC (1981) Aspects of piping resistance to seepage in clayey soils. In: Tenth international conference on soil mechanics and foundation engineering, vol 1. A. A. Balkema Publishers, Stockholm, pp 421–428

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