Selection of geotextiles to filter broadly graded cohesionless soils

Geotextiles and Geomembranes

Volumn 17, Issue 5-6, 1999, Pages 299-312

  Lafleur, J ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

Filter; Geotextile; Grain size; Hydraulic conductivity; Laboratory investigation; Opening size

Indexed keywords

FILTERS (FOR FLUIDS); GRAIN SIZE AND SHAPE; HYDRAULIC CONDUCTIVITY; PARTICLES (PARTICULATE MATTER); SOILS;

GEOTEXTILE FILTERS;

GEOTEXTILES;

COHESIONLESS SOIL; FILTER; GEOTEXTILE; HYDRAULIC CONDUCTIVITY;

CIVIL ENGINEERING; GEOTEXTILE;

EID: 0032869039     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(99)00007-2     Document Type: Article

References (7)

1. ASTM. Standard test method D-4751 for determining apparent opening size of a geotextile. American Society for Testing Material, Philadelphia, PA, USA.
2. Canadian Foundation Engineering Manual, 3rd edition, 1992. Bi-Tech Publishers, Vancouver, B.C., 512p.
3. CGSB. Draft 148.1 No. 10.1-M. Test method for determining nitration opening size of a geotextile by hydrodynamic sieving. Canadian General Standards Board.
4. Kenney, T.C., Lau, D., 1985. Internal stability of granular filters. Can. Geotech. J. 22, 215-225.
5. Kovacs, G., 1981. Seepage hydraulics. In: Development in Water Science # 10. Elsevier Scientific Publishing Co., Amsterdam, The Netherlands, pp. 730.
6. Lafleur, J., 1998. Particles washout associated with the retention of broadly graded soils by geotextiles. In: Proc. Sixth Internat. Conf. on Geosynthetics, Atlanta, GA. USA. Vol. 2, pp. 1001-1004.
7. Lafleur, J., Mlynarek, J., Rollin, A.L., 1989. Filtration of broadly graded cohesionless soils. J. of Geotechnical Eng. ASCE. 115 (12), 1747-1768.