DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall |
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| Affiliation: | 1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China;2. Centre for Ports and Maritime Safety, Dalian Maritime University, Dalian, China;1. Department of Civil Engineering, Karadeniz Technical University, 61080, Trabzon, Turkey;1. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China;2. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China;1. VNU Key Laboratory of Geo-environment and Climate Change Response, University of Science, Vietnam National University, Hanoi, Viet Nam;2. Faculty of Advanced Science and Technology, Kumamoto University, Japan;3. Vietnam Japan University, Vietnam National University, Hanoi, Viet Nam;4. Faculty of Geology, University of Science, Vietnam National University, Hanoi, Viet Nam;1. School of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China;2. State Key Laboratory of Featured Metal Materials and Life-cycle Safety for Composite Structures, Guangxi University, Nanning, 530004, China;3. Xi Niu Pi Waterproofing Technology Co., Ltd., Nanning, 530002, China;1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610059, China;2. MOE Key Laboratory of Deep Earth Science and Engineering, Institute of New Energy and Low-Carbon Technology, Sichuan University, Chengdu, 610065, China |
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| Abstract: | Geogrid reinforced soil walls (GRSWs) constructed using low-permeable backfills often experience failures when subjected to rainfall. The objective of this paper is to employ centrifuge modelling to investigate the effect of geogrid types on the performance of GRSW models constructed with low-permeable backfill, when subjected to rainfall intensity of 10 mm/h. A 4.5 m radius large beam centrifuge facility was used, and rainfall was simulated using a custom-designed rainfall simulator at 40 gravities. Digital Image Analysis (DIA) was employed to understand the deformation behaviour of GRSWs with low stiffness geogrid layers with and without drainage provision subjected to rainfall. Additionally, the effect of varying stiffness of geogrid reinforcement layers across the height of GRSW was also investigated. The interpretation of DIA helped to quantify displacement vector fields, face movements, surface settlement profiles and geogrid strain distribution with depth. Irrespective of drainage provision, GRSWs reinforced with low stiffness geogrid layers experienced a catastrophic failure at the onset of rainfall. However, GRSW reinforced with geogrid layers of varying stiffness was observed to perform well. This study demonstrates the effective use of DIA of GRSWs subjected to rainfall along with centrifuge-based physical model testing. |
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| Keywords: | Geosynthetics Geogrid reinforced soil walls Low-permeable backfill Rainfall Centrifuge modelling Digital image analysis (DIA) |
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