Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method

Author:

Ghanizadeh Ali Reza,Ghanizadeh Afshin,Asteris Panagiotis G.,Fakharian Pouyan,Armaghani Danial Jahed

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference77 articles.

1. Empirical approach for bearing capacity prediction of geogridreinforced sand over vertically encased stone columns floating in soft clay using support vector regression;Dey;Neural Comput Appl,2020

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3. The granular pile: its present state and future prospects for improvement of soft Bangkok clay;Bergado;Geotech Eng,1991

4. Geosynthetic-encased stone columns: Numerical evaluation;Murugesan;Geotext Geomembranes,2006

5. Raithel M, Kempfert H-G, Kirchner A. Geotextile-Encased Columns (GEC) for Foundation of a Dike on Very Soft Soils. Proc. seventh Int. Conf. Geosynth. Nice, Fr., International Conference On Geosynthetics; 2002, p. 1025–30.

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