Abstract
This paper presents an exact analytical solution for the drained cylindrical cavity expansion problem using the well-known anisotropic modified Cam Clay model proposed by Dafalias (1987). The prominent feature of this elastoplastic model, i.e., its capability to describe both the initial anisotropy and stress-induced anisotropy of soils, makes the anisotropic elastoplastic solution derived herein for the cavity problem a more realistic one. Following the novel solution scheme developed by Chen and Abousleiman (2013) that links between the Eulerian and Lagrangian formulations of the condition of radial equilibrium, the plastic zone solution can be eventually obtained by solving a system of eight partial differential equations with the three stress components, three anisotropic hardening parameters, specific volume, and preconsolidation pressure being the basic unknowns. Parametric studies have then been conducted to explore the influences of \( K_{0} \) consolidation anisotropy on the stress patterns outside the cavity, and on the stress path for a soil element at the cavity wall.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Chen, S.L., Abousleiman, Y.N.: Exact undrained elasto-plastic solution for cylindrical cavity expansion in modified Cam Clay soil. Geotechnique 62(5), 447–456 (2012)
Chen, S.L., Abousleiman, N.Y.: Exact drained solution for cylindrical cavity expansion in modified Cam Clay soil. Geotechnique 63(6), 510–517 (2013)
Chen, S.L., Abousleiman, Y.N.: Drained and undrained analyses of cylindrical cavity contractions by bounding surface plasticity. Can. Geotech. J. 53(9), 1398–1411 (2016)
Chen, S.L., Liu, K.: Undrained cylindrical cavity expansion in anisotropic critical state soils. Geotechnique (2017). Revision under review
Collins, I.F., Yu, H.S.: Undrained cavity expansion in critical state soils. Int. J. Numer. Anal. Mech. Geomech. 20(7), 489–516 (1996)
Dafalias, Y.F.: An anisotropic critical state clay plasticity model. In: Proceedings of the Constitutive Laws for Engineering Materials: Theory and Applications, Tucson, pp. 513–521 (1987)
Li, L., Li, J.P., Sun, D.A.: Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay. Comput. Geotech. 73, 83–90 (2016)
Sivasithamparam, N., Castro, J.: Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution. Acta Geotechnica (2017) https://doi.org/10.1007/s11440-017-0587-4
Vesic, A.C.: Expansion of cavities in infinite soil mass. J. Soil Mech. Found. Div. 98(SM3), 265–290 (1972)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Liu, K., Chen, S.L. (2018). Theoretical Analysis on Drained Cylindrical Cavity Expansion in Anisotropic Modified Cam Clay. In: Zhou, A., Tao, J., Gu, X., Hu, L. (eds) Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0125-4_31
Download citation
DOI: https://doi.org/10.1007/978-981-13-0125-4_31
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-0124-7
Online ISBN: 978-981-13-0125-4
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)