STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA – PHASE I LABORATORY STUDY

Type of Document Master's Thesis
Author Geiman, Christopher Matthew
Author's Email Address cgeiman@vt.edu
URN etd-05102005-152711
Title STABILIZATION OF SOFT CLAY SUBGRADES IN VIRGINIA – PHASE I LABORATORY STUDY
Degree Master of Science
Department Civil Engineering
Advisory Committee
Advisor Name Title
George M. Filz Committee Chair
Raymond H. Plaut Committee Member
Thomas L. Brandon Committee Member
Keywords

* lime
* soil stabilization
* polymers
* cement

Date of Defense 2005-05-10
Availability unrestricted
Abstract

Many pavement subgrades in Virginia consist of wet, highly plastic clay or other troublesome soils. Such soils can be treated with traditional lime and cement stabilization methods. Alternatives, including lignosulfonates and polymers, are available, but their performance record is mixed and solid engineering data is lacking, which prevents reliable design. The goal of this research was to screen a suite of traditional and non-traditional stabilizers against three Virginia soils that have caused problems during construction or resulted in poor performance in service. The selected stabilizers were: quicklime, hydrated lime, pelletized lime, cement, lignosulfonate, synthetic polymer, magnesium chloride, and a proprietary cementitious stabilizer. A laboratory procedure was developed and applied to three Virginia soils obtained from Northern Virginia, Staunton, and Lynchburg.

Key findings from the research include that (1) traditional lime and cement stabilizers were far more effective than liquid stabilizers (lignosulfonate, synthetic polymer, and magnesium chloride) in increasing strength, (2) the liquid stabilizers were ineffective on soils with high moisture content, (3) the proprietary cementitious stabilizer was more effective in increasing strength than lime for all cases tested, but not was not as effective as the cement stabilizer, (4) quicklime and hydrated lime increased workability of the soils although they did not produce strengths comparable to cement, (5) the strength of soils stabilized with cement and the proprietary cementitious stabilizer can be estimated based on the water-amendment ratio of the mixture, and (6) the strength of soils stabilized with lime can be estimated based on a combination of plasticity index and water-amendment ratio of the mixture.

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