Open Access
| Issue |
E3S Web Conf.
Volume 569, 2024
GeoAmericas 2024 - 5th Pan-American Conference on Geosynthetics
|
|
|---|---|---|
| Article Number | 21006 | |
| Number of page(s) | 9 | |
| Section | Roads & Railways 3 | |
| DOI | https://doi.org/10.1051/e3sconf/202456921006 | |
| Published online | 19 September 2024 | |
- J.P. Giroud, J. Han, Design Method for Geogrid-Reinforced Unpaved Roads. I. Development of Design Method, J. Geotech. Geoenviron. Eng. 130, 775–786 (2004) [CrossRef] [Google Scholar]
- J.P. Giroud, J. Han, E. Tutumluer, M.J.D. Dobie, The use of geosynthetics in roads, Geosynthetics Int. 30, 47–80 (2022) [Google Scholar]
- S.F. Brown, J. Kwan, N.H. Thom, Identifying the key parameters that influence geogrid reinforcement of railway ballast, Geotext. Geomembr. 25, 326–335 (2007) [CrossRef] [Google Scholar]
- F. Moghaddas-Nejad, J. Small, Resilient and Permanent Characteristics of Reinforced Granular Materials by Repeated Load Triaxial Tests, Geotech. Test. J. 26, 152–166 (2003) [Google Scholar]
- M. Nazzal, M. Abu-Farsakh, L. Mohammad, Laboratory Characterization of Reinforced Crushed Limestone under Monotonic and Cyclic Loading, J. Mater. Civ. Eng. 19, 772–783 (2007) [CrossRef] [Google Scholar]
- B. Han, J. Ling, X. Shu, W. Song, R.L. Boudreau, W. Hu, B. Huang, Quantifying the effects of geogrid reinforcement in unbound granular base, Geotext. Geomembr. 47, 369–376 (2019) [CrossRef] [Google Scholar]
- Q. Zhang, Z. Cao, Y. Cai, C. Gu, J. Wang, Experimental investigation into the cyclic behaviour of geogrid enhanced base layer aggregate through large-diameter triaxial tests, Transport. Geotech. 37, 100851 (2022) [CrossRef] [Google Scholar]
- Gh. Tavakoli Mehrjardi, M. Khazaei, Scale effect on the behaviour of geogrid- reinforced soil under repeated loads, Geotext. Geomembr. 45, 603–615 (2017) [CrossRef] [Google Scholar]
- A. Demir, A. Yildiz, M. Laman, M. Ornek, Experimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clay, Acta Geotech. 9, 711–723 (2014) [CrossRef] [Google Scholar]
- A. Shadmand, M. Ghazavi, N. Ganjian, Load-settlement characteristics of large-scale square footing on sand reinforced with opening geocell reinforcement, Geotext. Geomembr. 46, 319–326 (2018) [CrossRef] [Google Scholar]
- J.-Q. Wang, L.-L. Zhang, J.-F. Xue, Y. Tang, Load-settlement response of shallow square footings on geogrid-reinforced sand under cyclic loading, Geotext. Geomembr. 46, 586–596 (2018) [CrossRef] [Google Scholar]
- F. Wang, J. Han, X. Zhang, J. Guo, Laboratory tests to evaluate effectiveness of wicking geotextile in soil moisture reduction, Geotext. Geomembr. 45, 8–13 (2017) [CrossRef] [Google Scholar]
- X. Zhang, W. Presler, L. Li, D. Jones, B. Odgers, Use of Wicking Fabric to Help Prevent Frost Boils in Alaskan Pavements, J. Mater. Civ. Eng. 26, 728–740 (2014) [CrossRef] [Google Scholar]
- J.G. Zornberg, M. Azevedo, Capillary barrier dissipation by new wicking geotextile, in Panamerican conference on unsaturated soils, 20–22 (2013). [Google Scholar]
- X. Yang, J. Han, Analytical Model for Resilient Modulus and Permanent Deformation of Geosynthetic-Reinforced Unbound Granular Material, J. Geotech. Geoenviron. Eng. 139, 1443–1453 (2013) [CrossRef] [Google Scholar]
- M. Wayne, R.L. Boudreau, J. Kwon, Characterization of Mechanically Stabilized Layer by Resilient Modulus and Permanent Deformation Testing, Transport. Res. Record 2204, 76–82 (2011) [CrossRef] [Google Scholar]
- H. Wang, M. Kang, I.I.A. Qamhia, E. Tutumluer, M.H. Wayne, H. Shoup, Evaluation of Open-Graded Aggregates Stabilized with a Multi-Axial Geogrid Using a LargeScale Triaxial Test Set-Up, Transport. Res. Record, 2677, 339–350 (2023) [CrossRef] [Google Scholar]
- Y.-H. Byun, E. Tutumluer, Local stiffness characteristic of geogrid-stabilized aggregate in relation to accumulated permanent deformation behavior, Geotext. Geomembr. 47, 402–407 (2019) [CrossRef] [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.