![]() ![]() In plaxis effective stress is considered as a ultimate bearing capacity. The stress distribution in soil and displacement experienced at different locations are obtained. Ultimate bearing capacity is identified as that minimum pressure on footing at which the foundation soil experiences shear failure. ![]() Foundation is modelled as square footing and load increment is applied till the soil model fails. Finite element analysis is carried out using Mohr- coulomb failure criteria to represent two dimensional soil model. In this project a numerical model is developed using PLAXIS. ![]() The load at which the shear failure of the soil occurs is called the ultimate bearing capacity of the foundation. Post Graduate M.Tech (Geotechnical Engineering) student, BKIT Bhalki,Ĭivil Department, BKIT Bhalki, Karnataka, India.Ībstract:The bearing capacity of the foundation is a primary concern in the field of foundation engineering. Finite Element Analysis of Soil Bearing Capacity using Plaxis ![]()
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