Influence of Geotextiles on Performance of Saline Sebkha Soils
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 11
Abstract
Along the western shores of the Arabian Gulf, saline soils, known as sebkhas, are widely distributed. These soils are associated with many geotechnical problems that emerge principally because of their high salt content and their susceptibility to strength loss and collapse upon saturation. This research program was carried out to assess the performance of sebkha subgrade in the laboratory using conventional and soil‐fabric‐aggregate (SFA) systems under static and dynamic loading conditions. Variables investigated included subbase thickness, level of stress, type of geotextile, and saturation effect. Results indicate that the use of geotextiles significantly enhances the inferior properties of sebkha subgrade, particularly when the SFA system is saturated. The contribution of geotextiles to the performance of SFA systems diminishes when the subbase thickness increases. Results of the index laboratory tests on the small‐scale model have been used by local municipalities for road constructed on sebkha subgrade in the eastern province of Saudi Arabia.
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References
1.
Akili, W. (1981). “On sebkha sands of eastern Saudi Arabia.” Proc., Symposium on Geotechnical Problems in Saudi Arabia, King Saud Univ., Riyadh, Saudi Arabia, 2, 775–791.
2.
Akili, W., and Torrance, J. E. (1981). “The development and geotechnical problems of sebkha with preliminary experiments on the static penetration resistance of cement sands.” Q. J. Engrg. Geol., 14, 59–73.
3.
Akpokodje, E. G. (1985). “The stabilization of some arid zone soils with cement and lime.” Q. J. Engrg. Geol., 18, 173–180.
4.
Al‐Amoudi, O. S. B. (1992). “Studies on soil‐foundation interaction in the sebkha environment of eastern province of Saudi Arabia,” PhD Dissertation, Dept. of Civil Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia.
5.
Al‐Amoudi, O. S. B., Abduljauwad, S. N., El‐Naggar, Z. R., and Safar, M. M. (1991). “Geotechnical considerations on field and laboratory testing of sebkha.” Proc., Symp. on Recent Adv. in Geotech. Engrg. III, Premier Conference, Singapore, 1–6.
6.
Al‐Amoudi, O. S. B., Abduljauwad, S. N., El‐Naggar, Z. R., and Rasheeduzzafar. (1992). “Response of sebkha to laboratory tests: a case study.” Engrg. Geol., 33, 111–125.
7.
Al‐Shaikh, A. M. (1989). “Effect of using geotextile on behavior of sebkha subgrade,” M.S. thesis, Dept. of Civil Engineering, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia.
8.
Bohn, H. L., Brian, L. M., and O'Connor, G. A. (1979). “Chapter 8: salt‐affected soils,” Soil chemistry, John Wiley and Sons, New York, N.Y., 217–245.
9.
Clough, I. R., and French, W. J. (1982). “Laboratory and field work relating to the use of geotextiles in arid regions.” Proc., 2nd Conf. on Geotextile, Industrial Fabrics Association International, St. Paul, Minn, Session 5B, 447–452.
10.
Ellis, G. I. (1973). “Arabian salt‐bearing soil (sebkha) as an engineering material,” TRRL Rep. LR 523, Crowthorne, Berkshire, England.
11.
Fookes, P. G., and Collis, L. (1975). “Problems in the Middle East.” Concrete, 9(7), 12–17.
12.
French, W. J., Poole, A. B., Ravenscroft, P., and Khiabani, M. (1982). “Results of preliminary experiments on the influence of fabrics on the migration of groundwater and water‐soluble minerals in the capillary fringe.” Q. J. Engrg. Geol., 15, 187–199.
13.
Greenwood, J. H., and Brady, K. C. (1992). “Geotextiles in aggressive soils.” Constr. and Build. Mat., 6(1), 15–18.
14.
Ismael, N. F. (1993). “Laboratory and field leaching tests on coastal salt‐bearing soils.” J. of Geotech. Engrg., ASCE, 119(3), 453–470.
15.
Johnson, H., Kamal, M. R., Pierson, G. O., and Ramsay, J. B. (1978). “Sebkhas of eastern Saudi Arabia,” Quaternary Period in Saudi Arabia. S. Al‐Sayyari and J. G. Zotl, eds., Springer‐Verlag, Vienna, Austria, 84–93.
16.
Juillie, Y., and Sherwood, D. E. (1983). “Improvement of sebkha soil of the Arabian Gulf coast.” Proc., 8th Eur. Conf. on Soil Mech. and Found. Engrg., A. A. Balkema, Helsinki, Finland, 2, 781–788.
17.
Kinsman, D. J. J. (1969). “Modes of formation, sedimentary association, and digenetic features of shallow‐water and supratidal evaporites.” Am. Assoc. of Pet. Geol. Bull., 53(4), 830–840.
18.
Koerner, R. M. (1990). Designing with geosynthetics. 2nd Ed., Prentice‐Hall, Englewood Cliffs, N.J.
19.
Lund, W. R., et al. (1990). “Geology of Salt Lake City, Utah, United States of America.” Bull. of Assoc. of Engrg. Geologists, XXVII(4), 391–478.
20.
“Natural building stones, soil, and rock.” (1991). Annual book of ASTM standards. ASTM, Philadelphia, Pa., 4.
21.
Renfro, A. R. (1974). “Genesis of evaporite‐associated stratiform metalliferous deposits‐a sebkha process.” Economic Geol., 69(1), 33–45.
22.
Shearman, D. J. (1966). “Origin and marine evaporites by diagenesis.” Trans. Inst. of Min. and Metallurgy, 75(717), B208–B215.
23.
Shehata, W. M., Al‐Saafin, A. K., Harari, Z. Y., and Bader, T. A. (1990). “Potential sebkha hazards in the Saudi Arabia.” Proc., 6th Int. EAEG Congr., D. G. Price, Ed., A. A. Balkema, Amsterdam, The Netherlands, 2003–2010.
24.
Szabolcs, I. (1979). “Review of research on salt‐affected soils.” Natural Resour. Res. XV, UNESCO, Paris, France.
25.
Tomlinson, M. J. (1978). “Middle East—highway and airfield pavements.” Q. J. Engrg. Geol., 11, 65–73.
Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 120 • Issue 11 • November 1994
Pages: 1939 - 1960
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: May 3, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994
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