Deep-Plow Lime Stabilization for Pavement Constructionby Marshall R. Thompson, Prof. of Civ. Engrg.; Univ. of Illinois, Urbana, IL,
Serial Information: Transportation Engineering Journal of ASCE, 1972, Vol. 98, Issue 2, Pg. 311-323
Document Type: Journal Paper
Deep-plow lime stabilization equipment and procedures for treating substantial thicknesses (18–36 in.) (30–90 cm) of in situ subgrade soil are described. Field study data and results are summarized and potential field applications are considered. It is concluded that deep-plow lime stabilization procedures can be successfully utilized in pavement construction if appropriate consideration is given to stabilization objectives and quality control requirements.
Subject Headings: Construction management | Lime | Field tests | Pavements | Soil treatment | Subgrades | Subgrade soils | Soil stabilization | Thickness
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