Swell‐Shrink Behavior of Compacted ClaySource: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003Author:Robert W. Day
DOI: 10.1061/(ASCE)0733-9410(1994)120:3(618)Publisher: American Society of Civil Engineers
Abstract: The results of this study show that the initial amount of swell and shrinkage for a clay compacted at a moisture content that was 6% wet of modified Proctor optimum was small. By allowing the compacted silty clay to cure, bonds were developed that further reduced the amount of initial swell and shrinkage. But after repeated wetting and drying cycles, the amount of expansion and shrinkage dramatically increased. Whatever effect compaction at a high moisture had was destroyed by wetting and drying cycles. In terms of practical applications, for a clay compacted over optimum and protected from wetting and drying cycles, aging may result in the development of bonds that substantially reduce long‐term swell. But if the compacted clay should dry out prior to placing the foundation, or if the clay is subjected to wetting and drying cycles, the beneficial effect of compacting the clay at a high moisture content will be destroyed, causing the soil to become significantly more expansive.
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| contributor author | Robert W. Day | |
| date accessioned | 2017-05-08T20:37:12Z | |
| date available | 2017-05-08T20:37:12Z | |
| date copyright | March 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A3%28618%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21405 | |
| description abstract | The results of this study show that the initial amount of swell and shrinkage for a clay compacted at a moisture content that was 6% wet of modified Proctor optimum was small. By allowing the compacted silty clay to cure, bonds were developed that further reduced the amount of initial swell and shrinkage. But after repeated wetting and drying cycles, the amount of expansion and shrinkage dramatically increased. Whatever effect compaction at a high moisture had was destroyed by wetting and drying cycles. In terms of practical applications, for a clay compacted over optimum and protected from wetting and drying cycles, aging may result in the development of bonds that substantially reduce long‐term swell. But if the compacted clay should dry out prior to placing the foundation, or if the clay is subjected to wetting and drying cycles, the beneficial effect of compacting the clay at a high moisture content will be destroyed, causing the soil to become significantly more expansive. | |
| publisher | American Society of Civil Engineers | |
| title | Swell‐Shrink Behavior of Compacted Clay | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:3(618) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003 | |
| contenttype | Fulltext |