| contributor author | Stephen E. Coleman | |
| contributor author | Bruce W. Melville | |
| contributor author | Lance Gore | |
| date accessioned | 2017-05-08T20:44:27Z | |
| date available | 2017-05-08T20:44:27Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9429%282003%29129%3A11%28872%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25476 | |
| description abstract | Fluvial entrainment of fractured rock assessed in terms of bed shear stress, stream power, and time-averaged bed uplift pressures indicates that rock-block stability reduces with increasing protrusion and decreasing surface length (in the direction of flow), with protrusion of only a nominal portion of the block required to significantly decrease block stability. Variations in block uplift pressure coefficient with normalized block protrusion and block surface length can be used to predict the height of a block (of protrusion | |
| publisher | American Society of Civil Engineers | |
| title | Fluvial Entrainment of Protruding Fractured Rock | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2003)129:11(872) | |
| tree | Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 011 | |
| contenttype | Fulltext | |