Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion
Publication: International Journal of Geomechanics
Volume 19, Issue 6
Abstract
The seismic displacement estimation of soil slopes was generally focused on the plane strain assumption with a linear Mohr-Coulomb failure criterion. In engineering, slope stability often becomes more of a three-dimensional (3D) issue when the reinforcement effect of antislide piles is considered. In this study, an approach was proposed for seismic displacement prediction of 3D slopes reinforced by piles with nonlinear failure criterion based on the upper bound theorem of limit analysis. To depict practical strength characteristics of soil mass, the nonlinear failure criterion was introduced by means of the generalized tangent technique. The formula for resistant force acting on piles was derived in the light of plastic mechanics. The rates of external work and internal energy dissipation were deduced, in which variation of the reinforcement effect of piles along the sliding surface was considered. The analytical expression for yield acceleration coefficient was presented, and the seismic displacement was then calculated based on the Newmark method. Compared with existing research, the validity of obtained solutions was shown. Some examples were then discussed, with the soils following different failure criteria. It was found that stability assessment of slopes on the basis of a nonlinear failure criterion is more critical in the most cases. Parametric analysis was conducted and the yield acceleration was found to be more sensitive to the initial cohesion.
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Acknowledgments
The preparation of the paper has received financial support from the Doctorial Innovation Foundation of Central South University (2016zzts062). The financial support is greatly appreciated.
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© 2019 American Society of Civil Engineers.
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Received: Feb 3, 2018
Accepted: Nov 19, 2018
Published online: Mar 19, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 19, 2019
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