(1966) Stability of Granular Base Course Materials containing Bituminous Admixtures by John Charles Whisler, 1966. Transportation, Department of
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Abstract
Soil stabilization for highway base course construction has been defined as "any process aimed at maintaining or improving the performance of a soil as a constructional material, usually by the use of admixtures". The object of soil stabilization is to maintain the soil in a state of high stability, or in some cases, to increase stability, Soil stabilization may be accomplished mechanically by selecting and regulating the gradation of the soil materials or it may be accomplished by adding stabilizing agents, some of which are Portland cement, lime, calcium chloride and sodium chloride.
| Item Type: | Departmental Report |
|---|---|
| Keywords: | Granular materials, Portland cement, base course mixes, Bituminous Admixtures |
| Subjects: | Transportation > Pavements Transportation Transportation > Materials Transportation > Materials > Gravel and aggregates Transportation > Roads and highways Transportation > Research Transportation > Data and Information Technology |
| ID Code: | 48958 |
| Deposited By: | Margaret Barr |
| Deposited On: | 30 Apr 2024 14:11 |
| Last Modified: | 30 Apr 2024 14:11 |
| URI: | https://publications.iowa.gov/id/eprint/48958 |