A Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method
Publication: International Journal of Geomechanics
Volume 22, Issue 2
Abstract
This study presents an energy dissipation analysis approach for cavity expansion problems in crushable granular materials under the high stress state. By assuming that the energy dissipation generated from cavity expansion is mainly absorbed by the volume strain deformation in the plastic region, the energy conservation equations of the volume changes and energy dissipation in the plastic region during cavity expansion are reconstructed based on the compression failure mechanism. The limit pressure of the cavity expansion under high stresses is obtained based on a new critical state line for the crushable granular materials and the energy dissipation analysis method. The proposed approach is validated by the existed results. The effects of the initial void ratio and stress for the crushable granular materials on limiting expansion pressure of cavity expansion are investigated particularly. The results show that the effect is proved to be significant and must be considered in the analysis of cavity expansion problems, particularly for crushable granular materials at high stress.
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Acknowledgments
This work was supported by the National Key R&D Program of China (Grant No. 2017YFB1201204), the High Speed Railway Joint Fund of National Natural Science Foundation of China (Grant No. U1934208), the Science and Technology Projects of Jiangxi Provincial Department of Transportation (Grant Nos. 2020Z0001 and 2021H0042), the Jiangxi Provincial Natural Science Foundation (Grant No. 20202BABL204067), and the Jiangxi Key Laboratory Foundation (Grant No. 20161BCD40010).
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© 2021 American Society of Civil Engineers.
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Received: Jan 22, 2021
Accepted: Oct 12, 2021
Published online: Dec 13, 2021
Published in print: Feb 1, 2022
Discussion open until: May 13, 2022
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