Please use this identifier to cite or link to this item: http://nopr.niscair.res.in/handle/123456789/42750
Title: Effect of randomly fiber reinforcement on shear failure surface of soil, behind flexible retaining walls at different conditions
Authors: Çelik, Semet
Ghalehjough, Babak Karimi
Majedi, Payam
Akbulut, Suat
Keywords: Randomly fiber reinforced;Retaining wall;Failure mechanism;PIV method
Issue Date: Oct-2017
Publisher: NISCAIR-CSIR, India
Abstract: This study focused on soil behavior behind a flexible retaining wall. A strip footing was placed at three distances of 1B, 2B and 3B (B= Footing width) from wall and loaded. Randomly fiber reinforced soil with Dr=40% was tested. The soil underneath the footing has placed at four conditions of unreinforced, 1B, 2B and 3B depth of reinforcing. High quality pictures were taken during tests and analyzed by PIV method for observation soil movement. Results showed while footing was at distance of 1B, reinforcement had not any considerable effect on improving ultimate bearing capacity of soil (UBC). At this condition, strength of wall had more effect on soil behavior and its resistance. When footing placed at distance of 2B, reinforcing of soil caused shear failure surfaces moved deeper and this leaded to improvement on UBC. At this distance increasing reinforcement depth increased UBC. When distance of strip footing increased to 3B, soil acted independently from wall and failure surface did not reach to wall.
Page(s): 2097-2104
URI: http://nopr.niscair.res.in/handle/123456789/42750
ISSN: 0975-1033 (Online); 0379-5136 (Print)
Appears in Collections:IJMS Vol.46(10) [October 2017]

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