| contributor author | Daniel | |
| contributor author | Hanna | |
| contributor author | Nagaratnam | |
| contributor author | Sivakugan | |
| contributor author | Julie | |
| contributor author | Lovisa | |
| date accessioned | 2017-05-08T21:45:31Z | |
| date available | 2017-05-08T21:45:31Z | |
| date copyright | April 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000209.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61596 | |
| description abstract | Terzaghi’s one-dimensional consolidation theory is extended to constant rate of loading, where a simple expression relating average degree of consolidation and time factor is derived. This expression is used to assess Terzaghi’s approximation that the ramp load can be assumed as an instantaneous load, applied at | |
| publisher | American Society of Civil Engineers | |
| title | Simple Approach to Consolidation Due to Constant Rate Loading in Clays | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000195 | |
| tree | International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 002 | |
| contenttype | Fulltext | |