| contributor author | Richard E. Goodman | |
| contributor author | D. Scott Kieffer | |
| date accessioned | 2017-05-08T21:27:02Z | |
| date available | 2017-05-08T21:27:02Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291090-0241%282000%29126%3A8%28675%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51923 | |
| description abstract | The behavioral modes to which a rock slope is susceptible are many and complex. This article discusses a long but not exhaustive list of common failure styles, highlighting observable characteristics that distinguish one from another. Slopes in both strong and weak rock masses are considered. Principles are stated to explain how and why different failure modes develop in different rocks. The discussion is illustrated with examples of diverse failure modes in foliated metamorphic rocks developed in the walls of an eroded spillway runout. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Rock in Slopes | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2000)126:8(675) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 008 | |
| contenttype | Fulltext | |
