Effect of Geo-synthetic Reinforcement in Reduction of Settlement Caused by Liquefaction
Publish Year: 1394
Type: Conference paper
Language: English
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Document National Code:
SMFE02_205
Index date: 16 February 2016
Effect of Geo-synthetic Reinforcement in Reduction of Settlement Caused by Liquefaction abstract
The loose saturated sands are vulnerable to liquefaction and settlement during earthquakes. The reinforcement by geo-synthetics could reduce settlement due to liquefaction. In this paper, the effect of reinforcement by geo-synthetics is evaluated by a numerical model. The results show considerable reduction in liquefaction potential, reduction in settlement, and prevention of soil softening, when soil is reinforced by geo-synthetics.
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Effect of Geo-synthetic Reinforcement in Reduction of Settlement Caused by Liquefaction authors
D Hoseini
MSc in Geotechnical of Civil Engineering, Urmia University, Urmia, I.R. Iran
H Nasiri
MSc in Geotechnical of Civil Engineering, Urmia University, Urmia, I.R. Iran
R Farzalizadeh
MSc in Geotechnical of Civil Engineering, Urmia University, Urmia, I.R. Iran
K Badv
professor Department of Civil Engineering, Urmia University, Urmia, I.R. Iran