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DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall
https://orcid.org/0000-0002-3264-8616
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.
Highlights This study highlights the performance of GRSWs subjected to rainfall in a geotechnical centrifuge at 40 gravities. The use of DIA is explored for understanding the deformation behaviour of GRSWs and geogrid strain distribution at the onset of rainfall. DIA facilitates in analysing the behaviour of GRSWs at the onset of climatic events (like rainfall) in a geotechnical centrifuge.
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall
https://orcid.org/0000-0002-3264-8616
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.
Highlights This study highlights the performance of GRSWs subjected to rainfall in a geotechnical centrifuge at 40 gravities. The use of DIA is explored for understanding the deformation behaviour of GRSWs and geogrid strain distribution at the onset of rainfall. DIA facilitates in analysing the behaviour of GRSWs at the onset of climatic events (like rainfall) in a geotechnical centrifuge.
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall
https://orcid.org/0000-0002-3264-8616
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.
Highlights This study highlights the performance of GRSWs subjected to rainfall in a geotechnical centrifuge at 40 gravities. The use of DIA is explored for understanding the deformation behaviour of GRSWs and geogrid strain distribution at the onset of rainfall. DIA facilitates in analysing the behaviour of GRSWs at the onset of climatic events (like rainfall) in a geotechnical centrifuge.
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall
Jayanandan, M. (author) / Viswanadham, B.V.S. (author)
Geotextiles and Geomembranes ; 51 ; 36-55
2023-03-16
20 pages
Article (Journal)
Electronic Resource
English
Geogrid Reinforced Soil Walls with Marginal Backfills Subjected to Rainfall: Numerical Study
| Springer Verlag | 2020
Geogrid Reinforced Soil Walls with Marginal Backfills Subjected to Rainfall: Numerical Study
| Online Contents | 2019