Engineering properties and moisture susceptibility of silty clay stabilized with lime, class c fly ash, and cement kiln dust

Journal of Materials in Civil Engineering

Volumn 21, Issue 12, 2009, Pages 749-757

  Solanki, Pranshoo ^a   Khoury, Naji ^b   Zaman, M M ^c  

^a USA   (United States)

^b TEMPLE UNIVERSITY   (United States)

^c UNIVERSITY OF OKLAHOMA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AS-SOILS; CEMENT KILN DUSTS; CLASS C FLY ASHES; CONSTANT TEMPERATURE; CYLINDRICAL SPECIMENS; DIELECTRIC VALUES; ENGINEERING PROPERTIES; LABORATORY STUDIES; MODULUS OF ELASTICITY; MOISTURE SUSCEPTIBILITY; RESILIENT MODULUS; SILTY CLAY; STABILIZING AGENTS; UNCONFINED COMPRESSIVE STRENGTH;

COMPOSITE MICROMECHANICS; COMPRESSIVE STRENGTH; CURING; CYCLIC LOADS; DUST; FEEDBACK AMPLIFIERS; FLY ASH; FURNACES; HUMIDITY CONTROL; HYDRATED LIME; HYDRATES; KILNS; LIME; SOIL CEMENT; SOIL TESTING;

MOISTURE;

CEMENT; COMPRESSIVE STRENGTH; DUST; ELASTIC MODULUS; FLY ASH; GEOTECHNICAL PROPERTY; LIME; MOISTURE CONTENT; SILTY CLAY;

MODULUS MODULUS;

EID: 77951087053     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2009)21:12(749)     Document Type: Article

References (59)

1. Achampong F. Evaluation of resilient modulus for lime and cement stabilized synthetic cohesive soils. 1996 Ph.D. dissertation, Wayne State Univ., Detroit, Mich.
2. Soil stabilization for pavements. Technical manual no. 5-822-14 1994, Air Force manual (AFJMAN). ., Department of the Army and Air Force, Washington, D.C.
3. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. 2004, American Association of State Highway and Transportation Officials (AASHTO), Final Rep. Prepared for National Cooperative Highway Research Program (NCHRP) Project 1-37 A, Transportation Research Board, National Research Council, Washington, D.C.
4. Arabi M. Wild S. Rowlands G.O. Frost resistance of lime-stabilized soil. 1989 Transportation Research Record. 1219, Transportation Research Board, National Research Council, Washington D.C.
5. Arora S. Aydilek A.H. Class F fly-ash-amended soils as highway base materials. J. Mater. Civ. Eng. 2005, 17(6):640-649. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2005)17:6(640), and .
6. Baghdadi Z.A. Utilization of kiln dust in clay stabilization. Eng. Sci. 1990, 2:53-163. 1009-1742
7. Barbu B. McManis K. Nataraj M. Study of silts moisture susceptibility using the tube suction test. Proc., Transportation Research Board 2004 Annual Meeting 2004, and (CD-ROM), Transportation Research Board, Washington, D.C.
8. Barksdale R.D. Alba J. Khosla N.P. Kim R. Lambe P.C. Rahman M.S. Laboratory determination of resilient modulus for flexible pavement design. 1997 Final Rep. Prepared for NCHRP Project 1-28, Transportation Research Board, National Research Council, Washington, D.C.
9. Bhatty J.I. Todres H.A. Use of cement kiln dust in stabilizing clay soils 1996., Portland Cement Association, Skokie, Ill.
10. Boyce J.R. A nonlinear model for the elastic behavior of granular materials under repeated loading. Proc., Int. Symp. on Soils under Cyclic and Transient Loading 1980, 285-294., Balkema, Rotterdam, The Netherlands
11. Brandl H. Alteration of soil parameters by stabilization with lime. Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering 1981, 3:587-594. Balkema, Rotterdam, The Netherlands
12. Broms B. Boman P. Stabilization of soil with lime columns. Ground Eng. 1979, 12:539-555. GREND8, 0017-4653
13. Chang D.T. Resilient properties and microstructure of modified fly ash-stabilized fine grained soils. 1995, Transportation Research Record.1486, Transportation Research Board, National Research Council, Washington D.C.
14. Chen D.H. Resilient modulus of aggregate bases and a mechanistic-empirical methodology for flexible pavements. 1994, Ph.D. dissertation, Univ. of Oklahoma, Norman, Okla.
15. Ferguson G. Levorson S.M. Soil and pavement base stabilization with self-cementing coal fly ash. 1999Rep. Prepared for American Coal Ash Association, Alexandria, Va.
16. Ghazali F.M. Baghdadi Z.A. Khan A.M. Overconsolidated behavior of phosphoric acid and lime-stabilized kaolin clay. 1991Transportation Research Record. 1295, Transportation Research Board, National Research Council, Washington, D.C.
17. Gudishala R. Development of resilient modulus prediction models for base and subgrade pavement layers from in situ devices test results. 2004, MS dissertation, Louisiana State Univ., Baton Rouge, La.
18. Guthrie W.S. Scullion T. Interlaboratory study of the tube suction test. 2003Research Rep. No.0-4114-2, Texas Transportation Institute, College Station, Tex.
19. Haston J.S. Wohlgemuth S.K. Experiences in the selection of the optimum lime content for soil stabilization. Texas Civ. Eng. 1985, 17-20. 0002-7820
20. Khoury N. Zaman M. Environmental effects on durability of aggregates stabilized with cementitious materials. J. Mater. Civ. Eng. 2007, 19(1):41-48. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2007)19:1(41)
21. Khoury N. Zaman M. Laguros J. Semi-quantification of cementing products using X-ray diffraction technique in stabilized aggregate. J. X-Ray Sci. Technol. 2006, 14(1):39-54. JXSTE5, 0895-3996
22. Khoury N.N. Durability of cementitiously stabilized aggregate bases for pavement application. 2005, Ph.D. dissertation, Univ. of Oklahoma, Norman, Okla.
23. Khoury N.N. Zaman M.M. Effects of wet-dry cycles on resilient modulus of class C fly ash stabilized aggregate base. 2002Transportation Research Record. 1787, Transportation Research Board, National Research Council, Washington, D.C.
24. Kim D. Siddiki N. Lime kiln dust and lime-A comparative study in Indiana. Proc., Transportation Research Board 2004 Annual Meeting 2004(CD-ROM), Transportation Research Board, Washington, D.C.
25. Little D.L. Evaluation of structural properties of lime stabilized soils and aggregates. 2000, Rep. Prepared for National Lime Association.
26. Little D.N. Evaluation of resilient and strength properties of lime-stabilized soils for the Denver, Colorado area. 1996, Rep. Prepared for Chemical Lime Company.
27. Little D.N. Scullion T. Kota P. Bhuiyan J. Identification of the structural benefits of base and subgrade stabilization. 1994, Research Rep. No.1287-2, Texas Transportation Institute, College Station, Tex.
28. Locat J. Tremblay H. Leroueil S. Mechanical and hydraulic behavior of a soft inorganic clay treated with lime. Can. Geotech. J. 1996, 33:654-669. CGJOAH, 0008-3674
29. Mallela J. Quintus H.V. Smith K.L. Consideration of lime-stabilized layers in mechanistic-empirical pavement design. 2004Rep. Prepared for National Lime Association.
30. McManis K.L. Arman A. Class C fly ash as a full or partial replacement for portland cement or lime. 1989Transportation Research Record. 1219, Transportation Research Board, National Research Council, Washington, D.C.
31. Miller G.A. Azad S. Influence of soil type on stabilization with cement kiln dust. Constr. Build. Mater. 2000, 14:89-97. CBVME2, 0950-0618, 10.1016/S0950-0618(00)00007-6
32. Miller G.A. Zaman M. Field and laboratory evaluation of cement kiln dust as a soil stabilizer. 2000Transportation Research Record. 1714, Transportation Research Board, National Research Council, Washington, D.C.
33. Misra A. Stabilization characteristics of clays using class C fly ash. 1998, Transportation Research Record. 1611, Transportation Research Board, National Research Council, Washington, D.C.
34. Mohamed A.M. O. Hydro-mechanical evaluation of soil stabilized with cement-kiln dust in arid lands. Environ. Geol. 2002, 42(8):910-921. ENGOE9, 0943-0105, 10.1007/s00254-002-0590-3
35. Nalbantoglu Z. Tuncer E.R. Compressibility and hydraulic conductivity of a chemically treated expansive clay. Can. Geotech. J. 2001, 38:154-160. CGJOAH, 0008-3674, 10.1139/cgj-38-1-154
36. Lime-fly ash-stabilized bases and subbases. 1976, National Cooperative Highway Research Report (NCHRP), Rep. Prepared for NCHRP 37, Transportation Research Board, National Research Council, Washington, D.C.
37. Osinubi K.J. Nwaiwu C.M. O. Compaction delay effects on properties of lime-treated soil. J. Mater. Civ. Eng. 2006, 18(2):250-258. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2006)18:2(250)
38. Parsons R.L. Kneebone E. Use of cement kiln dust for the stabilization of soils. Proc., Geo-Tans 2004 2004, 1:1124-1131. and American Society of Civil Engineers
39. Parsons R.L. Kneebone E. Milburn J.P. Use of cement kiln dust for subgrade stabilization. 2004Final Rep. No.KS-04-03, Kansas Department of Transportation, Topeka, Kan.
40. Parsons R.L. Milburn J.P. Engineering behavior of stabilized soils. 2003Transportation Research Record. 1837, Transportation Research Board, National Research Council, Washington, D.C.
41. Soil-cement laboratory handbook 1992, Portland Cement Association, Portland Cement Association.
42. Prusinski J.R. Bhattacharja S.B. Effectiveness of portland cement and lime in stabilizing clay soils. 1999Transportation Research Record. 1652, Transportation Research Board, National Research Council, Washington, D.C.
43. Puppala A.J. Mohammad L.N. Allen A. Engineering behavior of lime-treated Louisiana subgrade soil. 1996Transportation Research Record. 1546, Transportation Research Board, National Research Council, Washington, D.C.
44. Qubain B.S. Seksinsky E.J. Li J. Incorporating subgrade lime stabilization into pavement design. 2000Transportation Research Record. 1721, Transportation Research Board, National Research Council, Washington, D.C.
45. Ramakrishna A.M. Evaluation of resilient moduli characteristics of chemically treated soil from North Texas. 2002, MS dissertation, Univ. of Texas at Arlington, Arlington, Tex.
46. Saeed A. Hall J.W. Barker W. Performance-related test of aggregates for use in unbound layers. 2003NCHRP Rep. No.453, Transportation Research Board, National Research Council, Washington, D.C.
47. Sear L.K. A. Properties and use of coal fly ash-A valuable industrial by-product 2001, Thomas, Telford, London.
48. Senol A. Bin-Shafique M. Edil T.B. Benson C.H. Use of class C fly ash for stabilization of soft subgrade. Proc., 5th Int. Congress on Advances in Civil Engineering 2002, Istanbul Technical University, Turkey.
49. Syed I. Scullion T. Harris J.P. Durability of recycled and stabilized pavement materials. Proc., 3rd National Conf. of the Geo-Institute 1999, 25-36. and University of Illinois-Urbana Champaign, Urbana Champaign, Ill.
50. Syed I. Scullion T. Randolph R.B. Tube suction test for evaluating aggregate base materials in frost- and moisture-susceptible environments. 2000Transportation Research Record. 1709, Transportation Research Board, National Research Council, Washington D.C.
51. Syed I. Scullion T. Smith R.E. Recent developments in characterizing durability of stabilized materials. Proc., Transportation Research Board 2003 Annual Meeting 2003(CD-ROM), Transportation Research Board, Washington D.C.
52. Terashi M. Tanaka H. Niidome Y. Sakanoi H. Permeability of treated soils. Proc., Japan Conf. on Soil Mechanics Foundation Engineering 1980, 773-776. Hiroshima
53. Thompson M.R. Shear strength and elastic properties of lime-soil mixtures. 1966, Highway Research Record. 139, Transportation Research Board, National Research Council, Washington, D.C.
54. Townsend D.C. Kylm T.W. Durability of lime-stabilized soils. 1966Highway Research Record. 139, Transportation Research Board, National Research Council, Washington, D.C.
55. Zaman M. Laguros J. Tian P. Zhu J. Pandey K. Resilient moduli of raw and stabilized aggregate bases and evaluations of layer coefficients for AASHTO flexible pavement design. 1998Rep. No.ORA 125-4262, Department of Transportation, Oklahoma City, Okla.
56. Zaman M. Laguros J.G. Sayah A.I. Soil stabilization using cement kiln dust. Proc., 7th Int. Conf. on Expansive Soils 1992, 1:347-351. and Texas Tech. Univ., Lubbock, Tex.
57. Zhang Z. Tao M. Durability of cement stabilized low plastic soils. Proc., Transportation Research Board 2006 Annual Meeting 2006(CD-ROM), Transportation Research Board, Washington, D.C.
58. Zhu J. Characterization of cement-kiln-dust stabilized base/subbase aggregate. 1998, Ph.D. dissertation, Univ. of Oklahoma, Norman, Okla.
59. Zia N. Fox P.J. Engineering properties of loess-fly ash mixtures for roadbase construction. 2000Transportation Research Record. 1714, Transportation Research Board, National Research Council, Washington, D.C.