Design Charts for Rock Slopes Susceptible to TopplingSource: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 008Author:Caner Zanbak
DOI: 10.1061/(ASCE)0733-9410(1983)109:8(1039)Publisher: American Society of Civil Engineers
Abstract: In stability analysis of slopes susceptible to toppling, the forces generated by the overturning columns in rock slopes are calculated as a function of slope height and column thickness
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| contributor author | Caner Zanbak | |
| date accessioned | 2017-05-08T20:33:21Z | |
| date available | 2017-05-08T20:33:21Z | |
| date copyright | August 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A8%281039%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19431 | |
| description abstract | In stability analysis of slopes susceptible to toppling, the forces generated by the overturning columns in rock slopes are calculated as a function of slope height and column thickness | |
| publisher | American Society of Civil Engineers | |
| title | Design Charts for Rock Slopes Susceptible to Toppling | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:8(1039) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 008 | |
| contenttype | Fulltext |