Engineering Properties of Diatomaceous FillSource: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 012Author:Robert W. Day
DOI: 10.1061/(ASCE)0733-9410(1995)121:12(908)Publisher: American Society of Civil Engineers
Abstract: It is common for fill that has a low dry density and high moisture content to have poor engineering properties, such as high compressibility and low shear strength. For the tested diatomaceous fill, the range in dry density varied from about 1.0 to 1.2 Mg/m
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| contributor author | Robert W. Day | |
| date accessioned | 2017-05-08T20:37:32Z | |
| date available | 2017-05-08T20:37:32Z | |
| date copyright | December 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A12%28908%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21580 | |
| description abstract | It is common for fill that has a low dry density and high moisture content to have poor engineering properties, such as high compressibility and low shear strength. For the tested diatomaceous fill, the range in dry density varied from about 1.0 to 1.2 Mg/m | |
| publisher | American Society of Civil Engineers | |
| title | Engineering Properties of Diatomaceous Fill | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:12(908) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
| contenttype | Fulltext |