| contributor author | Tara S. Sikh | |
| date accessioned | 2017-05-08T20:36:55Z | |
| date available | 2017-05-08T20:36:55Z | |
| date copyright | April 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9410%281993%29119%3A4%28791%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21260 | |
| description abstract | A correlation between one‐dimensional unrestrained swell and swelling pressure is presented. The tested soils were from several projects located in Southern California. The swelling pressure tests and the unrestrained swell tests were performed on relatively undisturbed samples of the near‐surface soils at the in‐place moisture content and density. The specimens for a given set of swelling pressure test and the unrestrained swell test were taken from the same field sample. The unrestrained swell tests were performed under 1 psi (6.9 KPa) pressure. The presented correlation could be useful for preliminary estimation of swell pressure if the free swell is known and vise versa. | |
| publisher | American Society of Civil Engineers | |
| title | Swelling Soils | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1993)119:4(791) | |
| tree | Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004 | |
| contenttype | Fulltext | |
