A Probabilistic Retention Criterion for Nonwoven Geotextiles

Geotextiles and Geomembranes

Volumn 14, Issue 11, 1996, Pages 601-617

  Elsharief, Ahmed Mohamed ^a   Lovell, C W ^b  

^a UNIVERSITY OF KHARTOUM   (Sudan)

^b PURDUE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIBILITY OF SOLIDS; MATHEMATICAL MODELS; NONWOVEN FABRICS; POROSITY; POROUS MATERIALS; PROBABILITY; RELIABILITY; SOILS;

GEOTEXTILE FILTERS; MERCURY INTRUSION POROSIMETRY METHOD; NONWOVEN GEOTEXTILES;

GEOTEXTILES;

GEOTEXTILE; POROSITY; RETENTION CAPACITY;

GEOTEXTILES, NONWOVEN; TESTING, POROSITY; THEORETICAL ANALYSIS;

EID: 0030276226     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(97)00001-0     Document Type: Article

References (9)

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2. Elsharief, A. M. (1992). Effects of the structural properties of non-woven geotextiles on their filtration behavior. Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN, USA.
3. Faure, Y., Gourc, J. P., Brochier, P. & Rollin, A. L. (1986). Soil geotextile interaction in filter systems. In Proc. 3rd Int. Conf. Geotextiles, Vienna, Austria, pp. 1207-1212.
4. Harr, M. E. (1987). Reliability Based Design in Civil Engineering. Mc-Graw Hill, p. 290.
5. Kenny, T. C. & Lau, D. (1985). Internal stability of granular soils. Canadian Geotechnical Journal, 21, 634-643.
6. Lafleur, J., Mlynarek, J. & Rollin, A. (1989). Filtration of broadly graded cohesionless soils. Journal of the Geotechnical Engineering Division, ASCE, 115(12), 1746-1767.
7. Prapaharan, S., Holtz, R. D. & Luna, J. D. (1989). Filtration of broadly graded cohesionless soils. Geotechnical Testing Journal, 12(4), 261-268.
8. Qureshi, S. (1990). Long term filtration behavior of non-woven geotextiles with gap graded and silty soils. M.Sc. Thesis, Syracuse University, Syracuse, N.Y., USA, p. 173.
9. Sherard, J. L., Dunigan, L. P. & Talbot, J. R. (1984). Filtration of broadly graded cohesionless soils. Journal of the Geotechnical Engineering Division, ASCE, 110(6), 684-699.