| contributor author | R. D. Holtz | |
| contributor author | M. B. Jamiolkowski | |
| contributor author | R. Lancellotta | |
| date accessioned | 2017-05-08T20:34:19Z | |
| date available | 2017-05-08T20:34:19Z | |
| date copyright | August 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A8%28768%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19923 | |
| description abstract | A well planned and carefully executed program of oedometer tests on high quality undisturbed samples is shown to provide considerable practical information about the soil properties of a natural, very stiff clay deposit. The effects of sample disturbance and type of oedometer on the preconsolidation stress are shown. A special long‐term oedometer test verified earlier results that | |
| publisher | American Society of Civil Engineers | |
| title | Lessons From Oedometer Tests on High Quality Samples | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:8(768) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 008 | |
| contenttype | Fulltext | |
