Open Access
| Issue |
E3S Web Conf.
Volume 368, 2023
4th African Regional Conference on Geosynthetics (GeoAfrica 2023)
|
|
|---|---|---|
| Article Number | 02029 | |
| Number of page(s) | 8 | |
| Section | TECHNICAL PAPERS: Stabilization | |
| DOI | https://doi.org/10.1051/e3sconf/202336802029 | |
| Published online | 17 February 2023 | |
- CIRIA SP123 – Soil reinforcement with geotextiles, Construction Industry Research and Information Association, London, UK (1996) [Google Scholar]
- BRE. 2011. BR 470, Working platforms for tracked plant – use of “structural geosynthetic reinforcement”, BRE review seven years on, BRE, Building Research Establishment, Watford, UK (1996) [Google Scholar]
- BS 8004, Code of practice for foundations, British Standard Institute, London, UK (2015) [Google Scholar]
- N. Brusa, D. Crowther, P. Rimoldi, P. Pezzano, Design method for reinforcement of working platform: recent UK experience, Proc. Eurogeo 6, 6th European Geosyntethics Conf., Ljubljana, Slovenia (2016) [Google Scholar]
- P. Rimoldi, M.J. Simons, Geosynthetic Stabilized Granular Soil Mattresses used as Foundation Support for Mechanically Stabilized Earth Walls, Proc. GeoMontreal 2013, Montreal, Canada (2013) [Google Scholar]
- P. Rimoldi, A. Grimod, MSE wall foundation composed of granular soil mattresses reinforced with geogrids, Proc. 16th African Regional Conference of Soil Mechanics and Geotechnical Engineering, Hammamet, Tunisia (2015) [Google Scholar]
- N. Brusa, P. Rimoldi, P. Pezzano, Design method for temporary working platform using geosynthetics, Proc. GeoAfrica 2017, Marrakech, Morocco (2017) [Google Scholar]
- N. Brusa, P. Pezzano, P. Rimoldi, Design method for temporary working platforms using geosynthetics, Proc. 11th Int. conf. on Geosynthetics, Seoul, Korea (2018) [Google Scholar]
- A.S. Lees, The bearing capacity of a granular layer on clay, Proc. of the Institution of Civil Engineers – Geotechnical Engineering, https://doi.org/10.1680/jgeen.18.00116 (2019) [Google Scholar]
- EN ISO 10319, Geosynthetics – Wide-width tensile test, ISO, Geneve, Switzerland (2015) [Google Scholar]
- J.P. Giroud, R. Bonaparte, J.F. Beech, B.A. Gross, Design of soil layer-geosynthetic systems overlying voids. Geotextiles and Geomembrane, Elsevier, 9(1) (1990) [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.