Effect of Geo-synthetic Reinforcement in Reduction of Settlement Caused by Liquefaction

سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 653

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شناسه ملی سند علمی:

SMFE02_205

تاریخ نمایه سازی: 27 بهمن 1394

چکیده مقاله:

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.

نویسندگان

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