>
Fa   |   Ar   |   En
   Influence of Rubber Granules Content on the Isolation Response of An In-Filled Barrier Wall  
   
DOR 20.1001.2.9819010854.1398.8.1.165.2
نویسنده Feizy Mehrnoosh ,Mirzaii Ali
منبع كنفرانس بين المللي زلزله شناسي و مهندسي زلزله - 1398 - دوره : 8 - هشتمین کنفرانس زلزله شناسی و مهندسی زلزله - کد همایش: 98190-10854 - صفحه:1 -7
چکیده    This paper represents the results of an experimental study on the effectiveness of a soil-rubber mixture wave barrier to reduce ground vibrations. to this end, the in-filled trenches were constructed by means of mixing of a sand soil with a range of rubber mixtures to isolate a 2d three story steel frame against the ground vibrations transmitted by a mechanical device inside a small-scale laboratory box. accordingly, the optimum condition associated to the soil-rubber mixture was determined, and it was used to examine the influence of barrier wall thickness and depth in isolating the ground vibrations.
کلیدواژه Reduction Ratio ,Wave Barrier ,Vibration Isolation ,Ground Vibration ,Soil-Rubber Mixture
آدرس University Of Kashan, Iran, University Of Kashan, Iran
پست الکترونیکی ali.mirzaii@kashanu.ac.ir
 
     
   
Authors
  
 
 

Copyright 2023
Islamic World Science Citation Center
All Rights Reserved