Assessment of in situ structural properties of lime-stabilized clay subgrades

Transportation Research Record

Volumn , Issue 1546, 1996, Pages 13-23

  Little, Dallas N ^a  

^a TEXAS A AND M UNIVERSITY SYSTEM   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTIC MODULI; FOUNDATIONS; LIME; PAVEMENTS; SOIL STRUCTURE INTERACTIONS; STABILIZATION; STIFFNESS; STRENGTH OF MATERIALS;

IN SITU STRUCTURAL PROPERTIES; LIME STABILIZED CLAY SUBGRADES;

CLAY;

EID: 0030284437     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1546-02     Document Type: Article

References (7)

1. Thompson, M R. Soil Stabilization for Pavement Systems - State of the Art. Technical Report, Construction Engineering Research Laboratory, Department of the Army, Champaign, III., March 1970.
2. Diamond, S., and E. B. Kinter. Mechanisms of Soil-Lime Stabilization, An Interpretive Review. In Highway Research Record 92, HRB, National Research Council, Washington, D.C., 1965, pp. 83-102.
3. Little, D. N. Stabilization of Pavement Subgrades and Base Courses with Lime. Kendall/Hunt Publishing Company, Dubuque, Iowa, 1995.
4. Eades, J. L., and R. E. Grim. A Quick Test to Determine Lime Requirements for Lime Stabilization. In Highway Research Record 139, HRB, National Research Council, Washington, D.C., 1966, pp. 61-72.
5. Graves, R. E., J. L. Eades, and L. L. Smith. Calcium Hydroxide Trealment of Construction Aggregates for Improved Cementation Properties. Special Technical Publication 1135. ASTM, Philadelphia. Pa., 1990.
6. Little, D. N., T. Scullion, P. Kota, and J. Bhuiyan. Identification of the Structural Benefits of Base and Subgrade Stabilization. Research Report 1287-2F. FHWA, U.S. Department of Transportation, and the Texas Department of Transportation, 1994.
7. McDonald, E. B. Lime Research Study - South Dakota Interstate Routes (Sixteen Projects). South Dakota Department of Highways, 1969.