| contributor author | Kyle M. Rollins | |
| contributor author | Stan J. Jorgensen | |
| contributor author | Todd E. Ross | |
| date accessioned | 2017-05-08T21:26:27Z | |
| date available | 2017-05-08T21:26:27Z | |
| date copyright | August 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291090-0241%281998%29124%3A8%28699%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51570 | |
| description abstract | The influence of moisture content on dynamic compaction efficiency was evaluated at six field test cells, each with a progressively higher average moisture content. The soil profile consisted of collapsible sandy silt, and average test cell moisture contents ranged from 6% to 20%. At each cell, compaction was performed with a 4.54 t weight dropped from a height of 24.3 m. Compaction efficiency was evaluated using (1) crater depth measurements, (2) cone penetration tests before and after compaction, and (3) undisturbed samples before and after compaction. Crater depth increased by a factor of 4 as moisture content increased. The degree of improvement increased up to a moisture content of about 17% and then decreased. The optimum moisture content and the maximum dry unit weight are similar to those predicted by laboratory Proctor testing using energy levels comparable to those employed in the field. Maximum dry unit weight decreased with depth, while optimum moisture content increased before the compactive energy decreased with depth below the impact point. | |
| publisher | American Society of Civil Engineers | |
| title | Optimum Moisture Content for Dynamic Compaction of Collapsible Soils | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1998)124:8(699) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 008 | |
| contenttype | Fulltext | |