Application of a Non-Coaxial Soil Model with an Anisotropic Yield Criterion in Tunnelling
Soil strength isotropy and coaxiality of the principal axes of stress and plastic strain rate tensors are often assumed in modelling the soils around tunnels, in the conventional plastic theory. However, the complexity of the soil response during the excavation of tunnelling cannot be well exhibited...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
Wiley
2019-01-01
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| سلاسل: | Advances in Materials Science and Engineering |
| الوصول للمادة أونلاين: | http://dx.doi.org/10.1155/2019/2859390 |
| الوسوم: |
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