Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast
Vertical stiffness and shear strength of ballasts are significantly degraded when contaminated with sands. There is a lack of solutions/studies related to strengthening ballast against sand contamination. Addressing this limitation, a comprehensive laboratory investigation was made on effectiveness...
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Published in | Geotextiles and geomembranes Vol. 48; no. 6; pp. 768 - 779 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Essex
Elsevier Ltd
01.12.2020
Elsevier BV |
Subjects | |
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Abstract | Vertical stiffness and shear strength of ballasts are significantly degraded when contaminated with sands. There is a lack of solutions/studies related to strengthening ballast against sand contamination. Addressing this limitation, a comprehensive laboratory investigation was made on effectiveness of geogrid reinforcement for improvement of mechanical properties of sand-contaminated ballast. To this end, large-scale direct shear tests as well as plate load tests were conducted on geogrid-reinforced ballast samples prepared with different levels of sand contamination. The obtained results indicate that geogrid reinforcement considerably improves shear strength and vertical stiffness of contaminated ballast. A bandwidth was obtained for contamination levels in which ballast reinforcement is effective. Through examining geogrid with different aperture sizes and locations in the ballast layer, the best performance conditions of geogrid reinforcement were derived. The results were used to propose an effective method of ballast reinforcement and an efficient ballast maintenance approach in sandy areas. |
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AbstractList | Vertical stiffness and shear strength of ballasts are significantly degraded when contaminated with sands. There is a lack of solutions/studies related to strengthening ballast against sand contamination. Addressing this limitation, a comprehensive laboratory investigation was made on effectiveness of geogrid reinforcement for improvement of mechanical properties of sand-contaminated ballast. To this end, large-scale direct shear tests as well as plate load tests were conducted on geogrid-reinforced ballast samples prepared with different levels of sand contamination. The obtained results indicate that geogrid reinforcement considerably improves shear strength and vertical stiffness of contaminated ballast. A bandwidth was obtained for contamination levels in which ballast reinforcement is effective. Through examining geogrid with different aperture sizes and locations in the ballast layer, the best performance conditions of geogrid reinforcement were derived. The results were used to propose an effective method of ballast reinforcement and an efficient ballast maintenance approach in sandy areas. |
Author | Fallah Moqaddam, Mosarreza Motevalli, Sepehr Sadeghi, Javad Ghiasinejad, Hossein Tolou Kian, Ali Reza |
Author_xml | – sequence: 1 givenname: Javad surname: Sadeghi fullname: Sadeghi, Javad email: javad_sadeghi@iust.ac.ir organization: School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran – sequence: 2 givenname: Ali Reza surname: Tolou Kian fullname: Tolou Kian, Ali Reza email: ar_tkian@alumni.iust.ac.ir organization: School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran – sequence: 3 givenname: Hossein surname: Ghiasinejad fullname: Ghiasinejad, Hossein email: hghiasinejad@iust.ac.ir organization: School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran – sequence: 4 givenname: Mosarreza surname: Fallah Moqaddam fullname: Fallah Moqaddam, Mosarreza email: mosarreza_fallah@alumni.iust.ac.ir organization: School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran – sequence: 5 givenname: Sepehr surname: Motevalli fullname: Motevalli, Sepehr email: sepehr.s313@gmail.com organization: School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran |
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Keywords | Shear strength Plate load test Sand contamination Ballast Geogrid Railway track |
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Snippet | Vertical stiffness and shear strength of ballasts are significantly degraded when contaminated with sands. There is a lack of solutions/studies related to... |
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SubjectTerms | Ballast Concrete pavements Contamination Geogrid Geogrids Load tests Mechanical properties Plate load test Railway track Reinforcement Sand Sand contamination Shear strength Shear tests Soil fertility Stiffness Studies |
Title | Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast |
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