Bearing Capacity of Stone Column-Reinforced Soil Under Eccentric Load

This paper focuses on a numerical study for estimating the undrained bearing capacity of stone column reinforced soil subjected to eccentric loads. Three-dimensional (3D) finite element analysis is performed on a group of four end-bearing stone columns with a rigid square footing on the ground surfa...

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Veröffentlicht in:	International journal of geosynthetics and ground engineering 2022-10, Vol.8 (5), Article 53
Hauptverfasser:	Ng, Kok Shien, Idrus, Juliana, Chew, Yee Ming
Format:	Artikel
Sprache:	eng
Schlagworte:	Building Materials Eccentric loads Eccentricity Engineering Environmental Science and Engineering Failure mechanisms Finite element method Foundations Geoengineering Hydraulics Mohr-Coulomb theory Reinforced soils Soil bearing capacity Stone Stone columns Technical Note Three dimensional analysis
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