A LARGE-STRAIN ANALYTICAL SOLUTION FOR CAVITY CONTRACTION IN DILATANT SOILS
An infinite dilatant elastic-plastic soil mass contains a single cylindrical or spherical cavity within which a slowly increasing pressure is applied. The removal of the cavity pressure takes place after a partly plastic state of the soil has been reached. Closed form solutions for the stress and di...
| Autors principals: | , |
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| Format: | Journal article |
| Idioma: | English |
| Publicat: |
John Wiley and Sons Ltd
1995
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