Stress path testing of realistically cured lime and lime/cement stabilized clay

Journal of Materials in Civil Engineering

Volumn 18, Issue 2, 2006, Pages 259-266

  Rogers, C D F ^a   Boardman, D I ^a   Papadimitriou, G ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

Cement; Clays; Deformation; Foundations; Lime; Roads; Soil stabilization; Stiffness

Indexed keywords

CEMENTS; COMPACTION; CURING; DEFORMATION; LIME; STIFFNESS; STRESS ANALYSIS;

STRESS PATH TESTING; TRIAXIAL TEST;

CLAY;

CEMENT; CLAY SOIL; DEFORMATION; FOUNDATION; LIME; SOIL STABILIZATION; STIFFNESS; STRESS ANALYSIS;

EID: 33745097240     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2006)18:2(259)     Document Type: Article

References (34)

1. Achampong, F., Usmen, M., and Kagawa, T. (1997). "Evaluation of resilient modulus for lime- and cement-stabilised synthetic cohesive soils." Transportation Research Record 1589, Transportation Research Board, Washington, D.C., 70-75.Achampong, F., Usmen, M., and Kagawa, T. (1997). "Evaluation of resilient modulus for lime- and cement-stabilised synthetic cohesive soils." Transportation Research Record 1589, Transportation Research Board, Washington, D.C., 70-75.
2. American Association of State Highway and Transportation Officials (AASHTO). (1986a). Guide for design of pavement structures, Washington, D.C.
3. American Association of State Highway and Transportation Officials (AASHTO). (1986b). "Methods of sampling and testing." Standard specifications for transportation materials and methods of sampling and testing, Washington, D.C.
4. Boardman, D. I., Glendinning, S., and Rogers, C. D. F. (2001). "Development of stabilisation and solidification in lime-clay mixes." Geotechnique 51(6), 533-543.
5. British Standards Institute (BSI). (1990). "Stabilized materials for civil engineering purposes-Methods of test for cement-stabilized and lime-stabilized materials." BS 1924, Part II, London.British Standards Institute (BSI). (1990). "Stabilized materials for civil engineering purposes-Methods of test for cement-stabilized and lime-stabilized materials." BS 1924, Part II, London.
6. Burczyk, J., Ksaibati, K., Anderson-Sprecher, R., and Farrar, M. (1994). "Factors influencing the determination of a subgrade resilient modulus value." Proc., Transportation Research Board 73rd Annual Meeting, Washington, D.C.
7. Cheung, L. W. (1994). "Laboratory assessment of pavement foundation materials." Ph.D. thesis, Univ. of Nottingham, Nottingham, U.K.
8. Chiang, Y. C., and Chae, Y. S. (1972). "Dynamic properties of cement-treated soils." Highw. Res. Rec. 379, 39-51.
9. Diamond, S., and Kinter, E. B. (1958). "A rapid method of predicting the Portland cement requirement for stabilization of plastic soils." Highway Research Board Bulletin 198, HRB, Washington, D.C., 32-43.
10. Elliott, R. P., and Thornton, S. I. (1988). "Simplification of subgrade resilient modulus testing." Transportation Research Record 1192, Transportation Research Board, Washington, D.C., 1-7.
11. Fahoum, K., Aggour, M. S., and Amini, F. (1996). "Dynamic properties of cohesive soils treated with lime." J. Geotech. Eng. 122(5), 382-389.
12. Frost, M. W. (2000). "The performance of pavement foundations during construction." Ph.D. thesis, Loughborough Univ., Loughborough, U.K.
13. Handy, R. L. (1958). "Cementation of soil minerals with Portland cement or alkalis." Highway Research Board Bulletin 198, HRB, Washington, D.C., 55-64.
14. HMSO. (2000). "HA74/00: Applications and fundamentals." Design manual for roads and bridges, Vol. 4, London.
15. HMSO. (2001). "Specifications for highway works." Manual of contract documents for highway works, Vol. 1, London.
16. Jones, R. (1966). "Measurement of elastic and strength properties of cemented materials in road bases." Highw. Res. Rec. 128, 101-111.
17. Kennedy, T. W., Smith, R., Holmgreen, R. J., Jr., and Tahmoressi, M. (1980). "An evaluation of lime and cement stabilization." Transportation Research Record 1119, Transportation Research Board, Washington, D.C., 11-25.
18. Lee, W., Bohra, N., Altschaeffl, A. D., and White, T. D. (1994). Proc. Transportation Research Board 73rd Annual Meeting, Washington, D.C.
19. Lund, O. L., and Ramsey, W. J. (1959). "Experimental lime stabilization in Nebraska." Highway Research Board Bulletin 231, HRB, Washington, D.C., 24-59.
20. Lung, R. K. W., Johnson, P. D., and Rogers, C. D. F. (1999). "Development of a performance based specification for capping and subgrade for UK roads." Proc., 2nd European Road Research Conf., Brussels, Belgium.
21. Muhanna, A. S., Rahman, M. S., and Lambe, P. C. (1998). "Model for resilient modulus and permanent strain of subgrade soils." Transportation Research Record 1619, Transportation Research Board, Washington, D.C. 85-93.
22. Muhanna, A. S., Rahman, M. S., and Lambe, P. C. (1999). "Resilient modulus measurement of fine-grained subgrade soils." Transportation Research Record 1687, Transportation Research Board, Washington, D.C., 3-12.
23. O'Reilly, M. P., Brown, S. F., and Overy, R. F. (1991). "Cyclic loading of silty clay with drainage periods." J. Geotech. Eng. 117(2), 354-362.
24. Parsons, R. L., and Milburn, J. P. (2003). "Engineering behavior of stabilized soils." Proc., Transportation Research Board 2003 Annual Meeting, Washington, D.C.
25. Puppala, A. J., Mohammad, L. N., and Allen, A. (1999). "Permanent deformation characterization of subgrade soils from RLT test." J. Mater. Civ. Eng. 11(4), 274-282.
26. Puppala, A. J., Ramakrishna, A. M., and Hoyos, L. R. (2003). "Resilient moduli of treated clays from repeated load triaxial test." Transportation Research Record 1821, Transportation Research Board, Washington, D.C., 68-74.
27. Qubain, B. S., Seksinsky, E. J., and Li, J. (2000). "Incorporating subgrade lime stabilization into pavement design." Transportation Research Record 1721, Transportation Research Board, Washington, D.C., 3-8.
28. Reinhold, F. (1955). "Elastic behavior of soil-cement mixes." Highway Research Board Bulletin 108, HRB, Washington, D.C., 128-137.
29. Rogers, C. D. F., Brown, A. J., and Fleming, P. R. (1995). "Elastic stiffness measurement of pavement foundation layers." Proc., 4th Int. Conf. on Unbound Aggregates in Roads, Univ. of Nottingham, Nottingham, U.K., 331-338.
30. Sherwood, P. T. (1958). "Effects of sulfates on cement-stabilized clay." Highway Research Board Bulletin 198, HRB, Washington, D.C., 45-54
31. Sherwood, P. T. (1993). "Soil stabilisation with cement and lime." State of the art literature review, HMSO, London.
32. Thadkamalla, G. B., and George, K. P. (1995). "Characterization of subgrade soils at simulated field moisture content." Transportation Research Record 1481, Transportation Research Board, Washington, D.C., 21-27.
33. Winterkorn, H. F. (1955). "The science of soil stabilization." Highway Research Board Bulletin 108, HRB, Washington, D.C., 1-24.
34. Yusuf, F. A. M. S., Little, D. N., and Sarkar, S. L. (2001). Transportation Research Record 1757, Transportation Research Board, Washington, D.C., 22-31.