Leaching Effects on Properties of Cemented Sands in Kuwait
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 1
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References
1.
Applied P & Ch Laboratory (APCL). (1998). APCL Anal. Rep., Chino, Calif.
2.
Bell, F. G. (1983). Fundamentals of engineering geology. Butterworths, London.
3.
Day, R. W. (1999). Geotechnical and foundation engineering: Design and construction. McGraw-Hill, New York, 808 pp.
4.
Bahafzallah, A., Hossain, D., Kazi, A., and Al-Saify, M. (1994). Final Rep. on the Res. on Sedimentary Environments and Geotech. Aspects of Red Sea Coastal Sabkhas, Saudi Arabia. Project No. 409/106.
5.
Hossain, D. ( 1976). “Compressibility and permeability of fissured tills,” PhD thesis, University of Strathclyde, Glasgow, U.K.
6.
Hossain, D. (1995). “Leakage control in long duration testing of large triaxial specimens.”J. Geotech. Engrg., ASCE, 121(11), 810–813.
7.
Hossain, D., and Ali, K. M. (1988). “Shear strength and consolidation characteristics of Obhor Sabkha, Saudi Arabia.” Quart. J. of Engrg. Geol., London, 21, 347–359.
8.
Lowe, J., and Johnson, T. C. (1960). “Use of back pressure to increase degree of saturation of triaxial test specimens.” ASCE Res. Conf. on Shear Strength of Cohesive Soils, ASCE, New York, 819–836.
9.
“Soil mechanics design manual 7.1.” (1982). NAVFAC DM 7.1, U.S. Department of the Navy, Naval Facilities Engineering Command, Alexandria, Va.
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Published online: Jan 1, 2000
Published in print: Jan 2000
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