Influence of Rubber Granules Content on the Isolation Response of An In-Filled Barrier Wall
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DOR
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20.1001.2.9819010854.1398.8.1.165.2
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نویسنده
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Feizy Mehrnoosh ,Mirzaii Ali
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منبع
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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
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چکیده
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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.
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کلیدواژه
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Reduction Ratio ,Wave Barrier ,Vibration Isolation ,Ground Vibration ,Soil-Rubber Mixture
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آدرس
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University Of Kashan, Iran, University Of Kashan, Iran
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پست الکترونیکی
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ali.mirzaii@kashanu.ac.ir
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