Monotonic Loading Test to Investigate the Benefits of Composite Geogrids for Subgrade Improvement
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Description
The presence of weak subgrades is one of the greatest challenges in constructing road pavements. Conventionally, techniques such as refiling with suitable material and soil stabilisation are considered to improve subgrade condition, ignoring the additional project cost. However, geogrids have gained popularity as economical, expedite and sustainable subgrade improvement techniques over recent times. Although many studies have been conducted to assess the suitability of biaxial geogrids, limited studies have been performed to check the suitability of composite geogrids for subgrade improvement, despite assuming that composite geogrids extend additional benefits. In this study, two model tests: one unreinforced and one composite geogrid reinforced, were constructed in a steel box with length, width, and height of 1 m, 1 m and 1.2 m, respectively. The subgrade was prepared to a thickness of 500 mm, achieving CBR 2.5% bearing capacity. A granular layer of 200 mm was constructed on top of the subgrade achieving 100% degree of compaction from maximum dry density. In the reinforced section, composite geogrid was placed at the base subgrade interface. Both model sections were subjected to a monotonic load at a rate of 1 mm/min, applied on the top surface of the granular layer through a circular plate of 200 mm diameter, until the occurrence of ultimate failure. Results demonstrate that reinforcing the weak subgrade by a composite geogrid has increased the ultimate bearing capacity by 53%. In addition, the overall section modulus of the composite geogrid reinforced section is higher than the modulus of the unreinforced section.
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ID Code: | 226418 | ||||
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Item Type: | Chapter in Book, Report or Conference volume (Conference contribution) | ||||
Series Name: | Lecture Notes in Civil Engineering | ||||
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Additional Information: | Funding Information: This research work is part of a research project (Project No IH18.06.1) sponsored by the SPARC Hub at Department of Civil Eng, Monash University funded by the Australian Research Council (ARC) Industrial Transformation Research Hub (ITRH) Scheme (Project ID: IH180100010). The financial and in-kind support from Department of Transport and Main Roads (Queensland), Logan City Council, Global Synthetics (Australia), Polyfabrics (Australia) and Queensland University of Technology (QUT) is gratefully acknowledged. Also, the financial support from ARC is highly acknowledged. | ||||
Measurements or Duration: | 14 pages | ||||
Keywords: | Bearing capacity, Composite geogrid, Geogrids, Pavement engineering, Pavement material, Weak subgrade | ||||
DOI: | 10.1007/978-3-030-87379-0_35 | ||||
ISBN: | 978-3-030-87378-3 | ||||
Pure ID: | 101822270 | ||||
Divisions: | Current > Research Centres > Centre for a Waste Free World Current > Research Centres > Centre for the Environment Current > QUT Faculties and Divisions > Faculty of Science Current > QUT Faculties and Divisions > Faculty of Engineering Current > Schools > School of Civil & Environmental Engineering |
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Funding Information: | This research work is part of a research project (Project No IH18.06.1) sponsored by the SPARC Hub at Department of Civil Eng, Monash University funded by the Australian Research Council (ARC) Industrial Transformation Research Hub (ITRH) Scheme (Project ID: IH180100010). The financial and in-kind support from Depart-ment of Transport and Main Roads (Queensland), Logan City Council, Global Syn-thetics (Australia), Polyfabrics (Australia) and Queensland University of Technolo-gy (QUT) is gratefully acknowledged. Also, the financial support from ARC is high-ly acknowledged. | ||||
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Copyright Owner: | The Author(s), under exclusive license to Springer Nature Switzerland AG 2022 | ||||
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Deposited On: | 24 Nov 2021 03:05 | ||||
Last Modified: | 04 Apr 2024 04:32 |
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