Reinforced soil using cohesive fill and electrokinetic geosynthetics

International Journal of Geomechanics

Volumn 5, Issue 2, 2005, Pages 138-146

  Glendinning, S ^a   Jones, C J F P ^a   Pugh, R C ^b  

^a NEWCASTLE UNIVERSITY   (United Kingdom)

^b GEOCISA   (Spain)

Author keywords

Electrokinetics; Fills; Geosynthetics; Soil stabilization

Indexed keywords

ELECTRIC CONDUCTIVITY; ELECTRIC POTENTIAL; GEOSYNTHETIC MATERIALS; POLYMERS; REINFORCEMENT; SHEAR STRENGTH; WATER;

DISCRETE THEORY; ELECTROKINETIC GEOSYNTHETIC (EKG); ELECTROKINETICS; REINFORCED SOILS;

SOILS;

GEOSYNTHETICS; SOIL STABILIZATION;

EID: 20444480124     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2005)5:2(138)     Document Type: Article

References (21)

1. Bjerrum, L., Moum, J., and Eide, G. (1967). "Application of electroosmosis to a foundation problem in a Norwegian quick clay." Geotechnique, 17, 214-235.
2. British Standards Institution (BSI). (1990). "British standard methods of test for soils for civil engineering purposes." BS 1377, London.
3. British Standards Institution (BSI). (1995). "Code of practice for strengthened/reinforced soil and other fills." BS 8006, London.
4. Casagrande, L. (1952). "Electro-osmotic stabilisation of soils." J. Boston Sec. Civ. Eng., 39, 51-83.
5. Coulomb, C. A. (1776). "Essai sur une application des régeles des maximus et minimus a quelque problémes de statique re'latif à l'architecture." Memoirs Divers Savants, Vol. 7, Académie Sciences, Paris.
6. Hamir, R. B. (1997). "Some aspects and applications of electrically conductive geosynthetic materials." Doctor of Philosophy thesis, Univ. of Newcastle upon Tyne, Newcastle upon Tyne, U.K., 225-225.
7. Hamir, R. B., Jones, C. J. F. P., and Clarke, B. G. (2001). "Electrically conductive geosynthetics for consolidation and reinforcement." Geotext. Geomembr., 19(8), 455-483.
8. Jones, C. J. F. P. (1990). "Construction influences on the performance of reinforced soil structures, state-of-the-art review." Proc., Int. Conf. on Reinforced Soil, Glasgow, Scotland, 97-116.
9. Jones, C. J. F. P. (1996). Earth reinforcement and soil structures, Thomas Telford, London, 379-379.
10. Jones, C. J. F. P., Fakher, A., Hamir, R., and Nettleton, I. M. (1996). "Geosynthetic materials with improved reinforcement capabilities." Proc., Int. Symp. on Earth Reinforcement, Fukuoka, Kyushu, Japan, 865-883.
11. Lo, K. Y., Ho, K. S., and Inculet, I. I. (1991a). "Field test of electroosmotic strengthening of soft sensitive clay." Can. Geotech. J., 28, 74-83.
12. Lo, K. Y., Inculet, I. I., and Ho, K. S. (1991b). "Electroosmotic strengthening of soft sensitive clay." Can. Geotech. J., 28, 62-73.
13. Mitchell, J. K. (1993). Fundamentals of soil behaviour, 2nd Ed., Wiley, New York, 437-437.
14. Mitchell, J. K., and Wan, T. Y. (1977). "Electro-osmotic consolidation-Its effects on soft soils." Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Tokyo, Vol. 1, Balkema, Rotterdam, The Netherlands, 219-224.
15. Netlon Ltd. (1998). Winwall Version 6.14., Reinforced Soil Design Package, Tensar International, Blackburn, U.K.
16. Nettleton, I. M., Jones, C. J. F. P., Clarke, B. G., and Hamir, R. (1998). "Electrokinetic geosynthetics and their applications." Proc., 6th Int. Conf. on Geosynthetics, Atlanta, Vol. 2, 871-876.
17. Pugh, R. C. (2002). "The application of electrokinetic geosynthetic materials to uses in the construction industry." PhD thesis, Univ. of Newcastle upon Tyne, Newcastle upon Tyne, U.K.
18. Stroud, K. A. (1990). Further engineering mathematics-Programmes and problems, 2nd Ed., Macmillan Education, London, 1063-1063.
19. Terzaghi, K., and Peck. (1967). Soil mechanics in engineering practice, 2nd Ed., Wiley, New York, 566-566.
20. Williams, B. P, Smyrell, A. G., and Lewis, P. J. (1993). "Flownet diagrams - The use of finite differences and a spreadsheet to determine potential heads." Ground Eng., 32-38.
21. Young, H. D., and Freedman, R. A. (1996). University physics, 9th Ed., Addison-Wesley, Reading, Mass., 1259-1259.