چکیده مقاله
Slopes may be stable, under static loading when subjected to dynamic loading, they may not be stable Here the effect of horizontal component of earthquake was studied with both horizontal HSM and vertical slice method, and the results were compared them with shaking table results It was found that horizontal slice method gives better result for this case, it has also some other benefits such as the ability of considering amplification of earthquake and layered soils easily Inter slice forces are considering in both horizontal and vertical method It is assumed that the place of inter slice forces are known in HSM and morganestern price method is used for vertical slice method Shaking table results are obtained from litterateur
کلیدواژهها
نویسندگان
N Hataf
Department of Civil Engineering, University of Shiraz, Iran
A. S. Abedi
N Hataf Department of Civil Engineering, University of Shiraz, Iran
شیوه ارجاع
Hataf, N and Abedi, A. S.,1391,Slope stability against horizontal component of earthquake compared by horizontal slice method, vertical slice method and shaking table test results,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان