Water Film in Liquefied Sand and Its Effect on Lateral SpreadSource: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010Author:Takeji Kokusho
DOI: 10.1061/(ASCE)1090-0241(1999)125:10(817)Publisher: American Society of Civil Engineers
Abstract: A 1D saturated sand layer of 2 m in thickness, in which a silt seam is sandwiched, is liquefied by an instant shock. It is found that a water film is easily formed beneath the silt seam with a thickness as thin as a few millimeters just after liquefaction in loose sand and that the film lasts longer than the post-liquefaction settlement. The effect of the water film on pore-pressure distribution and sand settlement is intensively studied. 1
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| contributor author | Takeji Kokusho | |
| date accessioned | 2017-05-08T21:26:31Z | |
| date available | 2017-05-08T21:26:31Z | |
| date copyright | October 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0241%281999%29125%3A10%28817%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51618 | |
| description abstract | A 1D saturated sand layer of 2 m in thickness, in which a silt seam is sandwiched, is liquefied by an instant shock. It is found that a water film is easily formed beneath the silt seam with a thickness as thin as a few millimeters just after liquefaction in loose sand and that the film lasts longer than the post-liquefaction settlement. The effect of the water film on pore-pressure distribution and sand settlement is intensively studied. 1 | |
| publisher | American Society of Civil Engineers | |
| title | Water Film in Liquefied Sand and Its Effect on Lateral Spread | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1999)125:10(817) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010 | |
| contenttype | Fulltext |