سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

s.n moghddas tafreshi – dept of civil engineering K.N toosi university of thch tehran
m rahimic – dept of civil engineering K.N toosi university of thch tehran

چکیده:

during an earthquake significant damage can result due to instability of the soil in the area affected by internal seismic waves. Numerous pseudo-static methods are available for assessing the seismic stability of reinforced soil walls . These methods consider the dynamic effects of earthquake loading by adding a pseudo static seismic earth pressure component to the static earth prissure force : and so can not consider the effects of time or of body waves traveling through the wall.