The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction
作者： T. I. Addenbrooke , D. M. Potts , A. M. Puzrin
DOI: 10.1680/GEOT.1997.47.3.693
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摘要: The use of the finite-element method to analyse tunnels is becoming more widespread, but any prediction is dependent (among other things) on the model adopted for the pre-failure …
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