چکیده مقاله
Rock slope engineering, especially, rock slope stability analysis, is a geotechnical engineering problem, characterized by many sources of uncertainties Probabilistic methods in rock slope engineering have been brought engineers opportunities of taking such uncertainties into account However, these methods also involve some drawbacks One of the most important problems encountered in the probabilistic rock slope stability analysis is the correlation that exists among the random variables Most of the existing probabilistic methods assume independency between the variables which involves calculations with remarkable inaccuracy In this paper, basic concepts of current probabilistic methods are briefly reviewed Next, some of their major drawbacks are mentioned Finally, a Modified Monte Carlo Technique MMCT is introduced to improve the performance of the present analysis methods
کلیدواژهها
نویسندگان
N. Hataf
Dept of Civil Engineering, School of Engineering, Shiraz University, Iran
E. Nikooee
Dept of Civil Engineering, School of Engineering, Shiraz University, Iran
M. Samadi
Dept of Computing Science, University of Alberta, Canada
شیوه ارجاع
Hataf, N. and Nikooee, E. and Samadi, M.,1388,Probabilistic Methods in Rock Slope Engineering: Basic concepts, Current Drawbacks and Possible Improvements,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
مجموعه مقالات هشتمین کنگره بین المللی مهندسی عمران21 اردیبهشت 1388 · شیراز