| contributor author | Thomas C. Sheahan | |
| contributor author | Patrick J. Watters | |
| date accessioned | 2017-05-08T21:26:05Z | |
| date available | 2017-05-08T21:26:05Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291090-0241%281997%29123%3A5%28430%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51334 | |
| description abstract | The paper presents and analyzes results from nine constant rate of strain (CRS) consolidation tests on resedimented Boston blue clay (BBC) using a specially instrumented, computer-automated hydraulic consolidation device. Specimens were loaded using one of three vertical strain rates (0.1, 1, and 3%/h), and pore pressures were measured at three points through the specimen height and at the base. The CRS results were compared to the end of primary states in four incrementally loaded (IL) oedometer tests performed using standard procedures. At the two faster CRS rates, excess pore pressures (Δ | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Verification of CRS Consolidation Theory | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1997)123:5(430) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext | |
