Numerical study for optimal design of geosynthetic reinforced soil (GRS) walls

• Autorzy: Dastgerd Rashid Hajivand , Bahrami Nima , Kazemi Kamran , Waqar Muhammad Faisal , Malinowska Agnieszka

Identyfikatory

DOI

10.24423/EngTrans.3155.2024

• Języki publikacji: EN

Abstrakty

EN

Słowa kluczowe

EN

geogrid; geosynthetic reinforced soil; GRS; finite element analysis; parametric study

• Wydawca: Instytut Podstawowych Problemów Techniki PAN
• Czasopismo: Engineering Transactions
• Rocznik: 2024
• Tom: Vol. 72, iss. 1
• Strony: 3--14
• Opis fizyczny: Bibliogr. 8 poz., rys., tab., wykr.

Twórcy

autor

Dastgerd Rashid Hajivand

• Faculty of Geo-Data Science, Geodesy, and Environmental Engineering, AGH UST Krakow, Poland

autor

Bahrami Nima

• Polytechnic University of Turin Turin, Italy

autor

Kazemi Kamran

• Department of Civil and Environmental Engineering, Shiraz University of Technology Shiraz, Iran

autor

Waqar Muhammad Faisal

• University of Chinese Academy of Sciences Beijing 100049, China
• Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences Beijing 100029, China

autor

Malinowska Agnieszka

• Faculty of Mining Surveying and Environmental Engineering, AGH UST Krakow, Poland

Bibliografia

• 1. Ashaari Y., Aspects of the Behaviour of Reinforced Earth Walls, Ph.D. thesis, Department of Civil and Mining Engineering, University of Wollongong, 1990, https://ro.uow.edu.au/theses/1228.
• 2. Berg R.R., Samtani N.C., Christopher B.R., Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Volume II, United States Department of Transportation, Federal Highway Administration, 1, 2009, https://rosap.ntl.bts.gov/view/dot/49730.
• 3. Bathurst R.J.,Walters D.L., Lessons learned from full scale testing of geosynthetic reinforced soil retaining walls, [in:] Proceedings of the ISRM International Symposium, ISRM-IS, Melbourne, Australia, 2000, https://onepetro.org/ISRMIS/proceedings-abstract/IS00/All-IS00/50343.
• 4. Bathurst R.J., Hatami K., Parametric analysis of reinforced soil walls with different height and reinforcement stiffness, [in:] Proceedings of the 8th International Conference on Geosynthetics, Yokohama, Japan, pp. 1343–1346, 2006, https://citeseerx.ist.psu.edu/document?repid=rep1&type=pdf&doi=316e257674cbb416c397ec32a5b69665601700d8.
• 5. Bathurst R.J., Jarrett P.M., Benjamin D.J., A database of results from an incrementally constructed geogrid-reinforced soil wall test, [in:] Proceedings of Soil Reinforcement: Full Scale Experiments of the 80’s. Reports of the International Conference Organized on the Initiative of the European Technical Committee of the SIMSTF, Paris, France, vol. 1, pp. 401–430, 1993.
• 6. Hatami K., Bathurst R.J., Parametric analysis of reinforced soil walls with different backfill material properties, [in:] Proceedings of the NAGS Conference, Las Vegas, Nevada, pp. 1–15, 2006, http://www.geosynthetica.com/Uploads/HatamiBathurst.pdf.
• 7. Elshafey M., Elnaggar M., Abdelaziz A.Y., Numerical investigation of quay walls reinforced with geosynthetic, Alexandria Engineering Journal, 60(2): 2303–2313, 2021, doi:10.1016/j.aej.2020.12.023.
• 8. Bathurst R.J., Instrumentation of geogrid-reinforced soil walls, Transportation Research Record, (1277): 102–111, 1990, http://onlinepubs.trb.org/Onlinepubs/trr/1990/1277/1277-013.pdf.