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Identification of the Structural Benefits of Base and Subgrade Stabilization (Revised); Interim research rept. Sep 91-Aug 94
| 题名： | Identification of the Structural Benefits of Base and Subgrade Stabilization (Revised); Interim research rept. Sep 91-Aug 94 |
| 作者： | Little, D. N.; Scullion, T.; Kota, P. B. V. S.; Bhuiyan, J. |
| 关键词： | Subgrades; Soil stabilization; Pavement bases; Lime cements; Penetrtion tests; Texas; Clay soils |
| 摘要： | Basic stabilization mechanisms in lime treated clay soils are (1) cation exchange, (2) flocculation and aggomeration, (3) pozzolanic reaction, and (4) carbonation. Little (1987) and Little (1984) and Little (1994) explain these reactions in detail. This report will not attempt to review the mechanisms of lime stabilization in detail. However, it is pertinent to review the basic physical property changes that occur upon the addition of lime to soil. |
| 总页数： | 444p |
| 报告类型： | 科技报告 |
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