| contributor author | X. Yi | |
| contributor author | P. P. Valkó | |
| contributor author | J. E. Russell | |
| date accessioned | 2017-05-08T21:31:49Z | |
| date available | 2017-05-08T21:31:49Z | |
| date copyright | March 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291532-3641%282005%295%3A1%2866%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54996 | |
| description abstract | The variation of sanding onset prediction results with the selection of one or another rock strength criterion is investigated. In this paper, four commonly used rock strength criteria in sanding onset prediction and wellbore stability studies are presented. There are Mohr–Coulomb, Hoek–Brown, Drucker–Prager, and modified Lade criteria. In each of the criterion, there are two or more parameters involved. In the literature, a two-step procedure is applied to determine the parameters in the rock strength criterion. First, the Mohr–Coulomb parameters like cohesion | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Rock Strength Criterion on the Predicted Onset of Sand Production | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2005)5:1(66) | |
| tree | International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 001 | |
| contenttype | Fulltext | |
