سال انتشار: ۱۳۹۱

محل انتشار: نهمین کنگره بین المللی مهندسی عمران

تعداد صفحات: ۶

نویسنده(ها):

M.S Pakbaz – Associate Prof., Shahid Chamran University
E Yazdani –
A ghanbarzadeh –

چکیده:

Determination of dynamic properties of soils in laboratory such as damping ratio and shear modulus in laboratory is possible by simulation of various earthquake waves. For these purpose some apparatus has been developed such as cyclic triaxial, cyclic simple shear, cyclic torsion shear, resonant column and etcwhich of them is for simulate a particular situation.For example cyclic triaxial apparatus simulate P waveof earthquake by applying cyclicdeviatoric stress and also cyclic simple shear apparatus is used for S wave simulation. When an earthquake happened, various kinds of waves have different effects on soils. Therefore simultaneous applying of different load from different direction is more suitable for simulation of an earthquake. So we decided construct an apparatus that be able to apply loads from various directions