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Języki publikacji
Abstrakty
Stress of soil medium by seepage force causes leaching of fine particles from soil skeleton, resulting in internal instability – internal suffosion. The paper is focused on search of internal suffosion criteria of soils and on the possibilities of interpreting the results of assesments according to several geometric and hydraulic criteria.
Czasopismo
Rocznik
Tom
Strony
17--23
Opis fizyczny
Bibliogr. 7 poz., wykr.
Twórcy
autor
- Slovak University of Technology, Faculty of Civil Engineering, Bratislava, Slovakia
autor
- Slovak University of Technology, Faculty of Civil Engineering, Bratislava, Slovakia
Bibliografia
- [1] Lukáč M., Bednárová E., Navrhovanie a prevádzka vodných stavieb, Sypané priehrady a hrádze, Jaga group s.r.o, 183, Bratislava, 2006
- [2] Bundesanstalt für Wasserbau: Internal Erosion, BAW Codes of Practice and Guidelines Publisher, 44, Germany, 2013
- [3] Říha J., Ochranné hrádze na vodních tocích, Grada Publishing a.s., 223, Praha, 2010
- [4] Ahlinhan M. F., Achmus M., Experimental Investigation of Critical Hydraulic Gradients for Unstable Soils, International Conference on Sour and Erosion (ICSE-5), San Francisco, USA, 2010
- [5] Wan, Ch. F., Fell, R.: Experimental investigation of internal instability of soils in embankment dams and their foundations, University of New Wales, 223, Sydney, 2004
- [6] Chang D. S., Zhang L. M., Extended internal stability criteria for soils under seepage, Soils and Foundations, 53, 8, 569-583, 2013
- [7] Hulla J., Cábel J., Analýza kritérií pre filtračnú stabilitu, in Inžinierske stavby, 45, 4-5, 145-149, 1997
Typ dokumentu
Bibliografia
Identyfikator YADDA
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