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...
| Auteurs principaux: | , |
|---|---|
| Format: | Journal article |
| Langue: | English |
| Publié: |
John Wiley and Sons Ltd
1995
|