Heckel, G. (1997). Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/13770
Heckel, Greg. Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation, 1997. https://rosap.ntl.bts.gov/view/dot/13770.
Heckel, Greg Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation, 1997, ROSA P. https://rosap.ntl.bts.gov/view/dot/13770.
This study examines two lime by-products and two fly ashes for treatment of unstable (CBR<6) subgrade soils. The treatment methods include both modification and stabilization. Modification is temporily enhancing subgrade stability to improve constructability. Stabilization is the construction of a permanent, high strength base material which is considered a part of the pavement structure. Test results presented in this study include the moisture-density relationships, bearing values, compressive strengths, swell potential, and plasticity index for treated soils and untreated soils.
Heckel, G. (1997). Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/13770
Heckel, Greg. Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation, 1997. https://rosap.ntl.bts.gov/view/dot/13770.
Heckel, Greg Alternative materials for the modification and stabilization of unstable subgrade soils. Illinois. Department of Transportation, 1997, ROSA P. https://rosap.ntl.bts.gov/view/dot/13770.
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