Gas Entrapment in Granular Lenses in Silt/Clay MatrixSource: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005Author:Charles A. Moore
DOI: 10.1061/(ASCE)0733-9410(1991)117:5(815)Publisher: American Society of Civil Engineers
Abstract: This paper presents a mathematical explanation for gas pockets that have been observed in granular lenses contained within silt/clay soils having downward percolating ground-water regimes. It is shown that the introduction of a piezometer into the granular lens can induce partial or total drainage of the lens. This, in turn, can lead to the false conclusion that the deposit in which the piezometer is placed is incompletely saturated when, in fact, it may be fully saturated. Equations are presented that can be used to calculate the anticipated degree of dewatering for specific hydrogeologic conditions. The degree of dewatering, if any, is dependent on the downward gradient through the granular lens, on the vertical distance between the phreatic surface above and the head in the underlying aquifer, and upon the location and thickness of the lens. Engineers are cautioned not to create such artifacts by indiscriminately placing monitor probes around landfills or other construction sites.
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| contributor author | Charles A. Moore | |
| date accessioned | 2017-05-08T20:36:03Z | |
| date available | 2017-05-08T20:36:03Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9410%281991%29117%3A5%28815%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20810 | |
| description abstract | This paper presents a mathematical explanation for gas pockets that have been observed in granular lenses contained within silt/clay soils having downward percolating ground-water regimes. It is shown that the introduction of a piezometer into the granular lens can induce partial or total drainage of the lens. This, in turn, can lead to the false conclusion that the deposit in which the piezometer is placed is incompletely saturated when, in fact, it may be fully saturated. Equations are presented that can be used to calculate the anticipated degree of dewatering for specific hydrogeologic conditions. The degree of dewatering, if any, is dependent on the downward gradient through the granular lens, on the vertical distance between the phreatic surface above and the head in the underlying aquifer, and upon the location and thickness of the lens. Engineers are cautioned not to create such artifacts by indiscriminately placing monitor probes around landfills or other construction sites. | |
| publisher | American Society of Civil Engineers | |
| title | Gas Entrapment in Granular Lenses in Silt/Clay Matrix | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1991)117:5(815) | |
| tree | Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 005 | |
| contenttype | Fulltext |