X-ray diffraction and microstructural studies of lime-marine clay reaction products

Geotechnical Engineering

Volumn 29, Issue 1, 1998, Pages 1-27

  Rajasekaran, G ^a,b   Narasimha Rao, S ^b  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0141571876     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (22)

1. ASTM (1991). Index to the Powder Diffraction File. Philadelphia: Joint Committee on Power Diffraction Standards, Pennsylvania.
2. ASTM D 4318-84. (1989). Standard test method for liquid limit, plastic limit and plasticity index of soils. Annual Book of ASTM Standards, Vol. 04.08, pp. 579-589.
3. ASTM D 2573-73. (1989). Standard test method for field vane shear test in cohesive soil. Annual Book of ASTM Standards, Vol. 04.08, pp. 308-310.
4. BERUBE, M. A.; CHOQUETTE, M.; and LOCAT, J. (1990). Effects of lime on common soil and rock forming minerals. Applied Clay Science, Vol. 5, pp. 145-163.
5. BJERRUM, L. (1973). Geotechnical problems involved in foundation of structures in North Sea. Geotechnique, Vol. 23, pp. 319-358.
6. BROMS, B. and BOMAN, P. (1975). Lime stabilized columns. Proceedings of the Fifth Asian Regional Conference on Soil Mechanics and Foundation Engineering Bangalore, India, Vol. 1, pp. 227-234.
7. BROWN, G. (1961). The X-ray Identification and Crystal Structures of Clay Minerals. London: Mineralogical Society (Clay Minerals Group).
8. EADES, J.L.; NICHOLS, F.P, Jr.; and GRIM, R.E. (1962). Formation of new minerals with stabilization as proven by field experiments in Virginia. Highway Research Record Bulletin. No.335, Washington, D.C., pp. 31-39.
9. HUNTER, D. (1988). Lime-induced heave in sulphate bearing soils. Journal of Soil Mechanics and Foundation, Proceedings of ASCE, Vol 114, No. 2, pp. 150-167.
10. INGLES, O. G. and METCLAF, J. B. (1972). Soil Stabilization. Melbourne: Butterworths.
11. JOSHI, R.C.; NATT, G.S.; and WRIGHT, P.J. (1981). Soil improvement by lime-fly ash slurry injection. Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Vol. 103, pp. 707-712.
12. KAWAMURA, M. and DIAMOND, S. (1975). Stabilization of clay soils against erosion loss. Clays and Clay Minerals, Vol. 33, pp. 161-172.
13. KUJALA, K. (1983). The long-term performance of lime and gypsum lime columns. Proceedings of Eighth European Conference on Soil Mechanics and Foundation Engineering., Finnish Geotechnical Society, pp. 1309-1310.
14. LEE, G.; ABDELKADAR, M.O.; and HAMDANI, S.K. (1983). Effect of the clay fraction on some mechanical properties of lime-soil mixtures, Journal of Institute of Highways Engineering., Vol. 29, 2-9.
15. LOCAT, J.; BERUBE, M.A.; and CROQUETTE, M. (1990). Laboratory investigations on the lime stabilization of sensitive clays: shear strength development. Canadian Geotechnical Journal. Vol. 27, No. 3, pp. 294-304.
16. MITCHELL, J.K (1986). Practical problems from surprising soil behavior. Journal of Geotechnical Engineering, Proceedings of ASCE, Vol. 112, No. SM3, pp. 259-289.
17. OKUMARA, T. and TERASHI, M. (1975). Deep lime mixing method of stabilization for marine clay. Proceedings of the Fifth Asian Regional Conerence on Soil Mechanics and Foundation Engineering, Bangalore, India, Vol. 1, pp. 69-75.
18. RAJASEKARAN, G. (1994). Physico-Chemical Behavior of Lime Treated Marine Clay. Ph.D. Thesis, Indian Institute of Technology, Madras, India.
19. SOMAYAZULU, J.R. (1987). Experimental Studies of Lime Columns in Soils. Ph.D. Thesis, Indian Institute of Technology, Madras, India.
20. TRANSPORTATION RESEARCH BOARD. (1987). State of the art report 5: Lime stabilization: Reaction, properties, design, and construction, Transportation Research Board, N.A.S., Washington.
21. WANG, J.W.H.; MATEOS, M.; and DAVIDSON, D.T. (1963). Comparative effects of hydraulic, calcitic and dolomitic limes and cement in soil stabilization. Highway Research Record Bulletin No.59, Washington, D.C., pp. 42-54.
22. WILLOUGHBY, D.R.; GROSS, K.A.; INGLES, O.G.; SILVA, S.R.; and VERONICA, M.S. (1968). The identification of reaction products in alkali stabilized clay by electron microscopy, x-ray and electron diffraction, Paper No.430, Report from the Proceedings of the Fourth Conference of Australian Board 4, Part 2, pp. 1386-1408.