Bearing capacity of non-associative coaxial granular materials by upper bound limit analysis and finite elements |
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| Authors: | Mehdi Veiskarami Mahsa Doostdar |
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| Institution: | 1. School of Engineering #1, Shiraz University, Shiraz, Iran;2. Department of Civil Engineering, University of Guilan, Rasht, Iranmveiskarami@gmail.com mveiskarami@shirazu.ac.ir;4. Department of Civil Engineering, University of Guilan, Rasht, Iran |
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| Abstract: | In this paper, an upper bound estimate of the limit load on non-associative coaxial granular materials is presented. The kinematic approach of the upper bound limit analysis has been utilised. The failure mechanism is assumed to coincide with the direction of the shear bands at every point throughout the body. The shear band orientation in non-associative coaxial materials, i.e. those with the same major principal stress and major principal strain increment directions, can be found based on the angle of dilation and the major principal stress direction. Therefore, having known the stress field at limiting equilibrium, the orientation of the shear bands and hence, the failure mechanism can be obtained. In this study, the stress field is first determined by the method of stress characteristics. Then, the finite element interpolation technique is used to interpolate the stress field and to find the orientation of the shear bands at every point within the field. Once the failure mechanism and the stress state at every point along velocity discontinuities have been found, the upper bound limit analysis has been performed to estimate the limit load. |
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| Keywords: | foundation plasticity non associative materials limit analysis finite elements |
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