Abstract
Cracks in filter can develop as a result of earthquake deformations or post-construction settlement and in some cases cracks extended through both the core and filter. Hence, a test apparatus has been developed to investigate filter performance in the case of filter and core material cracking in the embankment dams. The apparatus allows testing of incomplete cylindrical test specimens of 10 cm diameter and height of 20 cm. If the filters work well and successfully, crack filling occur, also the flow rate decrease, and the head water pressure increase to the range of early pressure. In the failed filters case, the flow rate do not decrease and remain high, also a very low head water pressure take place. In this research, variations of pressure, fines contents of filter soils, compaction time, PI of the base material and amount of eroded materials was evaluated. Results showed that prime flow rate increased as hydraulic gradient increased, but decreased in a little time and reach to a stable value. Filter with 15% of non-plastic fine content, had ability to slump to fill the crack, but its coefficient of permeability decreased significantly, hence, cannot be used as a filter in embankment dams.
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Bertram GE (1940) An experimental investigation of protective filters. Harvard Soil Mechanics Series No. 7, Graduate School of Engineering, Harvard University, Cambridge, MA, Publication
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
Foster M, Fell R (2001) Assessing embankment dam filters that do not satisfy design criteria. J Geotech Geoenviron Eng 127(5):398–407
Honjo Y, Veneziano D (1989) Improved filter criterion for cohesionless soils. J Geotech Eng ASCE 115(1):75–94
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
Hurley HW, Newton CT (1940) An investigation to determine the practical application of NATURAL bank Gravel as a protective filter. Massachusetts Institute of Technology
Indraratna B, Locke M (1999) Design methods for granular filters critical review. Proc Inst Civ Eng Geotech Eng 137:137–147
Sakamoto T, Yamaguchi Y, Satoh H (2002) Identification of non-cohesive filters to prevent migration of impervious materials for embankment dams due to large earthquakes. In: The 22nd USSD annual meeting and conference pre-conference workshop 3rd US-Japan workshop on advanced research on earthquake engineering for dams
Sherard JL, Dunnigan LP (1985) Filters and leakage control in embankment dams. In: Vole RL, Kelly WE (eds) Proceedings, symposium on seepage and leakage from dams and impoundments. ASCE, pp 1–30
Sherard JL, Dunnigan LP (1989) Critical filters for impervious soils. J Geotech Eng ASCE 115(7):927–947
Sherard JL, Dunnigan LP, Talbot JR (1984) Filters for silts and clays. J Geotech Eng 110(6):701–718
Terzaghi K (1922) Der Grundgruch an Stauwerken und seine Verhutung (The failure of dams by piping and Its prevention). Die Wasserkraft 17:445–449. Reprinted in Bjerrum L, Casagrande A, Peck RB, Skempton AW (eds) From theory to practice in soil mechanics. John Wiley and Sons, NY, 1960, pp 114–118
U.S. Corps of Engineers (1941) Investigation of filter requirements, US Corps of Engineers, Waterways Experiment Station Technical Memorandom No. 183-1
Vaghan PR, Soares HF (1982) Design of filters for clay cores of dams. J Geotech Eng Div 108(1):17–31
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Ali Zomorodian, S.M., Moghadam, M.J. Investigation of Effective Parameters on the Embankment Dam Filter Behavior in Simultaneous Cracking in the Core and Filter. Geotech Geol Eng 29, 637–644 (2011). https://doi.org/10.1007/s10706-011-9407-z
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DOI: https://doi.org/10.1007/s10706-011-9407-z