Bearing Capacity of Strip Footing on Clay Slope Reinforced with Stone Columns
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/article/10.1007/s13369-018-3231-1/fulltext.html
Reference29 articles.
1. Barksdale, R.; Bachus, R.: Design and Construction of Stone Columns. Federal Highway Administration, Washington (1983)
2. Ambily, A.P.; Gandhi, S.R.: Behavior of stone columns based on experimental and FEM analysis. J. Geotech. Geoenviron. Eng. 133(4), 405–415 (2007). https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(405)
3. Guetif, Z.; Bouassida, M.; Debats, J.M.: Improved soft clay characteristics due to stone column installation. Comput. Geotech. 34(2), 104–111 (2007). https://doi.org/10.1016/j.compgeo.2006.09.008
4. Zahmatkesh, A.; Choobbasti, A.J.: Settlement evaluation of soft clay reinforced with stone columns using the equivalent secant modulus. Arab. J. Geosci. 5(1), 103–109 (2012). https://doi.org/10.1007/s12517-010-0145-y
5. Fattah, M.Y.; Al-Neami, M.A.; Al-Suhaily, A.S.: Estimation of bearing capacity of floating group of stone columns. Eng. Sci. Technol. Int. J. 20(3), 1166–1172 (2017)
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