An elasto-plastic three phase model for
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F. Nagel; G. Meschke
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Article
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2009
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John Wiley and Sons
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English
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## Abstract This paper presents a fully coupled finite element formulation for partially saturated soil as a triphasic porous material, which has been developed for the simulation of shield tunnelling with heading face support using compressed air. While for many numerical simulations in geotechnic