Sample Disturbance of Collapsible SoilSource: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001Author:Robert W. Day
DOI: 10.1061/(ASCE)0733-9410(1990)116:1(158)Publisher: American Society of Civil Engineers
Abstract: Collapsible soils are susceptible to a large reduction in volume upon wetting. For the soil tested, the sampling process did have an effect on the laboratory test results. The process of driving a Shelby Tube into the collapsible soil deposit caused fracturing which resulted in different consolidation test results than those tests on block samples. For the soil tested, the percent collapse differed between the block samples and the driven Shelby Tube.
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| contributor author | Robert W. Day | |
| date accessioned | 2017-05-08T20:35:30Z | |
| date available | 2017-05-08T20:35:30Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A1%28158%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20536 | |
| description abstract | Collapsible soils are susceptible to a large reduction in volume upon wetting. For the soil tested, the sampling process did have an effect on the laboratory test results. The process of driving a Shelby Tube into the collapsible soil deposit caused fracturing which resulted in different consolidation test results than those tests on block samples. For the soil tested, the percent collapse differed between the block samples and the driven Shelby Tube. | |
| publisher | American Society of Civil Engineers | |
| title | Sample Disturbance of Collapsible Soil | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:1(158) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext |