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Modeling the hydro-mechanical responses of strip and circular punch loadings on water-saturated collapsible geomaterials

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Abstract

A stabilized enhanced strain finite element procedure for poromechanics is fully integrated with an elasto-plastic cap model to simulate the hydro-mechanical interactions of fluid-infiltrating porous rocks with associative and non-associative plastic flow. We present a quantitative analysis on how macroscopic plastic volumetric response caused by pore collapse and grain rearrangement affects the seepage of pore fluid, and vice versa. Results of finite element simulations imply that the dissipation of excess pore pressure may significantly affect the stress path and thus alter the volumetric plastic responses.

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Acknowledgements

Thanks are due to Professor Bernhard Schrefler for fruitful discussion. We are very grateful for the comprehensive reviews and insightful suggestions provided by the anonymous reviewers. Sandia National Laboratories is a multi-program laboratory managed and operated by Sandia Corporation, a wholly owned subsidiary of Lockheed Martin Corporation, for the US Department of Energy’s National Nuclear Security Administration under contract DE-AC04-94AL85000.

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Authors and Affiliations

  1. Department of Civil Engineering and Engineering Mechanics, Columbia University, 500 West 120th Street, New York, NY, 10027, USA

    WaiChing Sun

  2. Glenn Department of Civil Engineering, Clemson University, 101 Sikes Avenue, Clemson, SC, 29634, USA

    Qiushi Chen

  3. Mechanics of Materials Department, Sandia National Laboratories, 7011 East Avenue, Livermore, CA, 94550, USA

    Jakob T. Ostien

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  1. WaiChing Sun
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  2. Qiushi Chen
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Correspondence to WaiChing Sun.

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Sun, W., Chen, Q. & Ostien, J.T. Modeling the hydro-mechanical responses of strip and circular punch loadings on water-saturated collapsible geomaterials. Acta Geotech. 9, 903–934 (2014). https://doi.org/10.1007/s11440-013-0276-x

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