Publisher
Springer Nature Singapore
Reference14 articles.
1. Badakhshan E, Noorzad A (2017) Effect of footing shape and load eccentricity on behavior of geosynthetic reinforced sand bed. Geotext Geomembranes 45:58–67. https://doi.org/10.1016/j.geotexmem.2016.11.007
2. Basudhar PK, Saha S, Deb K (2007) Circular footings resting on geotextilereinforced sand bed. Geotext Geomembranes 25:377–384. https://doi.org/10.1016/j.geotexmem.2006.09.003
3. Boushehrian JH, Hataf N (2003) Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand. Geotext Geomembranes 21:241–256. https://doi.org/10.1016/S0266-1144(03)00029-3
4. Chakraborty M, Kumar J (2014) Bearing capacity of circular foundations reinforced with geogrid sheets. Soils Found 54:820–832. https://doi.org/10.1016/j.sandf.2014.06.013
5. Choobbasti AJ, Heshami S, Najafi A, Pirzadeh S, Farrokhzad F, Zahmatkesh A (2010) Numerical evaluation of bearing capacity and settlement of ring footing ; case study of Kazeroon cooling towers. Int J Recent Res Appl Stud 263–271