Evaluation of Chemical Modifiers and Stabilizers for Chemically Active Soils—Clays
Of the types of soils that occur in nature, clay soils are the most physicochemically active. Their natural tendencies to change volume with moisture level changes cause billions of dollars of damage annually to transportation facilities. Methodologies to modify and stabilize their damaging behavior...
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| Published in | Transportation research record Vol. 1757; no. 1; pp. 43 - 49 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Los Angeles, CA
SAGE Publications
2001
|
| Online Access | Get full text |
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| Abstract | Of the types of soils that occur in nature, clay soils are the most physicochemically active. Their natural tendencies to change volume with moisture level changes cause billions of dollars of damage annually to transportation facilities. Methodologies to modify and stabilize their damaging behavior have been widely sought. In fact, there is evidence of clay soil stabilization in antiquity. Because these problematic soils are chemically active and their behavior can be improved through the application of chemical agents, a multitude of these agents have been applied. Some of these agents are naturally occurring, some are derived by manufacture, and some are the waste products of manufacturing processes. Why these clays are chemically active, how agents can be applied to improve the behavior of clays, and why the agents proposed should be evaluated are reviewed. Minimum requirements for adequate testing and evaluation are provided. |
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| AbstractList | Of the types of soils that occur in nature, clay soils are the most physicochemically active. Their natural tendencies to change volume with moisture level changes cause billions of dollars of damage annually to transportation facilities. Methodologies to modify and stabilize their damaging behavior have been widely sought. In fact, there is evidence of clay soil stabilization in antiquity. Because these problematic soils are chemically active and their behavior can be improved through the application of chemical agents, a multitude of these agents have been applied. Some of these agents are naturally occurring, some are derived by manufacture, and some are the waste products of manufacturing processes. Why these clays are chemically active, how agents can be applied to improve the behavior of clays, and why the agents proposed should be evaluated are reviewed. Minimum requirements for adequate testing and evaluation are provided. |
| Author | Das, Braja Petry, Thomas M. |
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| Cites_doi | 10.3141/1589-06 10.1520/GTJ10018J 10.3141/1611-05 10.1520/GTJ10232J 10.1061/AJGEB6.0001080 |
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| References | McCallister, Petry 1992; 15 Petry, Brown 1987 O’Neill, Poormoayed 1980; 106 bibr2-1757-05 Mitchell J. K. (bibr1-1757-05) 1993 bibr10-1757-05 Petry T. M. (bibr5-1757-05) 1987 Petry T. M. (bibr3-1757-05) 1989 (bibr8-1757-05) 1983 McCallister L. D. (bibr9-1757-05) 1991 bibr12-1757-05 bibr4-1757-05 Petry T. M. (bibr7-1757-05) 1988 bibr11-1757-05 Haliburton T. Allan (bibr6-1757-05) 1975 |
| References_xml | – volume: 106 start-page: 1345 issue: 12 year: 1980 end-page: 1367 article-title: Methodology for Foundations on Expansive Clays publication-title: Journal of the Geotechnical Engineering Division contributor: fullname: Poormoayed – volume: 15 start-page: 231 issue: 3 year: 1992 end-page: 237 article-title: Techniques for Estimating the Longevity of Lime-Treated Expansive Clays publication-title: ASTM Geotechnical Testing Journal contributor: fullname: Petry – year: 1987 article-title: Laboratory and Field Experiences Using Chemical Soil Stabilizer publication-title: Texas Civil Engineer contributor: fullname: Brown – volume: 15 start-page: 106 issue: 2 year: 1992 end-page: 114 article-title: Leach Tests on Lime-Treated Clay publication-title: ASTM Geotechnical Testing Journal contributor: fullname: Petry – volume-title: Fundamentals of Soil Behavior year: 1993 ident: bibr1-1757-05 contributor: fullname: Mitchell J. K. – start-page: 37 volume-title: Transportation Research Record 1295 year: 1991 ident: bibr9-1757-05 contributor: fullname: McCallister L. D. – ident: bibr12-1757-05 doi: 10.3141/1589-06 – volume-title: Identification and Treatment of Dispersive Clay Soils year: 1975 ident: bibr6-1757-05 contributor: fullname: Haliburton T. Allan – start-page: 38 volume-title: Transportation Research Record 1190 year: 1988 ident: bibr7-1757-05 contributor: fullname: Petry T. M. – ident: bibr11-1757-05 doi: 10.1520/GTJ10018J – year: 1987 ident: bibr5-1757-05 publication-title: Texas Civil Engineer contributor: fullname: Petry T. M. – volume-title: Transportation Research Circular 252: Evaluation of Chemical Stabilizers year: 1983 ident: bibr8-1757-05 – ident: bibr4-1757-05 doi: 10.3141/1611-05 – ident: bibr10-1757-05 doi: 10.1520/GTJ10232J – ident: bibr2-1757-05 doi: 10.1061/AJGEB6.0001080 – start-page: 103 volume-title: Transportation Research Record 1219 year: 1989 ident: bibr3-1757-05 contributor: fullname: Petry T. M. |
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| Snippet | Of the types of soils that occur in nature, clay soils are the most physicochemically active. Their natural tendencies to change volume with moisture level... |
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| Title | Evaluation of Chemical Modifiers and Stabilizers for Chemically Active Soils—Clays |
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