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...
| Egile Nagusiak: | , |
|---|---|
| Formatua: | Journal article |
| Hizkuntza: | English |
| Argitaratua: |
John Wiley and Sons Ltd
1995
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