Simulated Crack and Slip Plane Propagation in Soil Slopes with Embedded Discontinuities Using XFEM
Publication: International Journal of Geomechanics
Volume 18, Issue 12
Abstract
To simulate the onset and growth of strong discontinuities (cracks or slip planes) and the failure mechanism in soil slopes with reasonable accuracy, a program was developed based on the existing extended finite-element method (XFEM). This program consists of a new analytical algorithm for strong-discontinuity initiation and propagation in soils considering the stress concentration and redistribution around the discontinuity tip and an integration scheme for the XFEM enriched discontinuities. Two different types of interfacial contact constitutive models are used to describe the interface behavior of the cracks or slip planes. Analyses of two slope failure examples are presented to demonstrate the reliability of this program and the reference values for engineering measurements.
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Acknowledgments
This work was supported by the National Key R&D Program of China (Grant 2017YFC0804602) and the National Natural Science Foundation of China (Grants 51379103 and 51479099).
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© 2018 American Society of Civil Engineers.
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Received: Oct 9, 2017
Accepted: May 21, 2018
Published online: Oct 3, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 3, 2019
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