Stabilization of Clay Soils with Nontraditional Additives

Transportation Research Record

Volumn II, Issue 1819, 2003, Pages 72-84

  Tingle, Jeb S ^a   Santoni, Rosa L ^a,b  

^a US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

^b 1302 A)   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ADDITIVES; DATA REDUCTION; MOISTURE; PLASTICITY; SOILS;

CLAY SOILS;

CLAY;

EID: 0141795668     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1819b-10     Document Type: Conference Paper

References (13)

1. State-of-the-Art Report 5: Lime Stabilization: Reactions, Properties, Design, and Construction. TRB, National Research Council, Washington, D.C., 1987.
2. State-of-the-Art Report on Soil Cement. ACI Materials Journal, Vol. 87, No. 4, American Concrete Institute, Farmington Hills, Mich., 1990, pp. 395-417.
3. American Coal Ash Association. Fly Ash Facts for Highway Engineers. Report FHWA-SA-94-081. FHWA, U.S. Department of Transportation, Aug. 1995.
4. Transportation Research Circular 252: Evaluation of Chemical Stabilizers. TRB, National Research Council, Washington, D.C., 1983.
5. Oldham, J. C., R. C. Eaves, and D. W. White. Materials Evaluated as Potential Soil Stabilizers. Miscellaneous Paper S-77-15. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss., Sept. 1977.
6. Scholen, D. E. Nonstandard Stabilizers. Report FHWA-FLP-92-011. FHWA, U.S. Department of Transportation, July 1992.
7. Scholen, D. E. Stabilizer Mechanisms in Nonstandard Stabilizers. Conference Proceedings 6, Vol. 2, TRB, National Research Council, Washington, D.C., 1995, pp. 252-260.
8. Ajayi-Majebi, A., W. A. Grissom, L. S. Smith, and E. E. Jones. Epoxy-Resin-Based Chemical Stabilization of a Fine, Poorly Graded Soil System. In Transportation Research Record 1295, TRB, National Research Council, Washington, D.C., 1991, pp. 95-108.
9. Katz, L. E., A. F. Rauch, H. M. Liljestrand, J. S. Harmon, K. S. Shaw, and H. Albers. Mechanisms of Soil Stabilization with Liquid Ionic Stabilizer. In Transportation Research Record: Journal of the Transportation Research Board, No. 1757, TRB, National Research Council, Washington, D.C., 2001, pp. 50-57.
10. Rauch, A. F., J. S. Harmon, L. E. Katz, and H. M. Liljestrand. Measured Effects of Liquid Soil Stabilizers on Engineering Properties of Clay. In Transportation Research Record: Journal of the Transportation Research Board, No. 1787, TRB, National Research Council, Washington, D.C., 2002, pp. 33-41.
11. Robinson, J. H., and C. P. Rabalais. Performance of the Combat Engineer Vehicle with Mineplow Operating Worldwide and in Theaters of Operations. Technical Report GL-93-23. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 1993.
12. Womack, L. M., J. F. Sirr, and S. L. Webster. Gyratory Compaction of Soil. Technical Report S-68-6. U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Nov. 1969.
13. Headquarters, Department of the Army. Soil Stabilization for Pavements. Army Technical Manual TM 5-822-14. Department of the Army, the Navy, and the Air Force, Washington, D.C., Oct. 1994.