Journal
JOURNAL OF EARTHQUAKE ENGINEERING
Volume 26, Issue 6, Pages 2948-2969Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2020.1779871
Keywords
Wave propagation; seismic apparatus set-up; seismic risk mitigation; polyurethane foams; impact tests
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This study presents a new experimental apparatus to analyze wave propagation in pure sand and composite sand-polyurethane specimens. The aim is to explore the seismic mitigation provided by polyurethane inserted into soil under existing structures. Experimental results show that thicker polyurethane layers result in greater acceleration reductions.
A new experimental apparatus for performing impact tests is presented, to analyse the wave propagation phenomenon in pure sand and in composite sand-polyurethane specimens, with the final aim to explore the seismic mitigation given by a polyurethane inserted into a real soil under existing structures. Polyurethane layers at three different thicknesses are considered. Experimental results show that composite specimens provide acceleration reductions increasing with the increase of polyurethane thickness. Result interpretation in the light of the elastic wave propagation theory is presented, pointing out the experimental set-up limitations, mainly due to the lack of sufficient specimen confinement.
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