Influence of sand and scale on the piping process - Experiments and multivariate analysis

Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010

Volumn 2, Issue , 2010, Pages 1221-1226

  Van Beek, V M ^a,b   Knoeff, J G ^a   Rietdijk, J ^a   Sellmeijer, J B ^a   Lopez De La Cruz, J ^a  

^a DELTARES   (Netherlands)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; EMBANKMENTS; GRAIN SIZE AND SHAPE; HYDROGEOLOGY; LEVEES; SAND;

GRAIN SIZE DISTRIBUTION; HYDRAULIC HEADS; INTERNAL EROSION; MULTI VARIATE ANALYSIS; PREDICTION RULES; RELATIVE DENSITY; RESEARCH PROGRAMS; SMALL-SCALE EXPERIMENT;

MULTIVARIANT ANALYSIS;

EID: 84861072626     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/b10554-202     Document Type: Conference Paper

References (5)

1. Bligh, W.G. 1910. Dams Barrages and weirs on porous foundations. Engineering News 64 (26).
2. Powers, M.C. 1953. A new roundness scale for sedimentary particles. Journal of Sedimentary Petrology v. 23: 117-119
3. Rietdijk, J., Schaminée, P.E.L. & Schenkeveld, F.M. 2010. The drizzle method for sand sample preparation. 7th International Conference on Physical Modelling in Geotechnics, 2010 Zurich.
4. Sellmeijer, J.B. 1988. On the mechanism of piping under impervious structures. Delft University of Technology, Delft.
5. Silvis, F. 1991. Verificatie Piping Model; Proeven in de Deltagoot. Evaluatierapport. Rapport Grondmechanica Delft CO317710/7.