A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations
An analytical model is described for the behaviour of shallow foundations subjected to partially drained vertical penetration. The model is based on a simplified mechanical approach, allowing the calibration of model parameters for different foundation shape, size and soil conditions. As shown throu...
Egile Nagusiak: | Houlsby, G, Cassidy, M |
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Formatua: | Journal article |
Hizkuntza: | English |
Argitaratua: |
2011
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Antzeko izenburuak
Partially-drained loading of shallow foundations on sand
nork: Mangal, J, et al.
Argitaratua: (1999)
nork: Mangal, J, et al.
Argitaratua: (1999)
Antzeko izenburuak
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Partially-drained loading of shallow foundations on sand
nork: Mangal, J, et al.
Argitaratua: (1999) -
Calculation of stresses on shallow penetrometers and footings.
nork: Houlsby, G, et al.
Argitaratua: (1984) -
A generalised Winkler model for the behaviour of shallow foundations
nork: Houlsby, G, et al.
Argitaratua: (2005) -
A generalised Winkler model for the behaviour of shallow foundations
nork: Houlsby, G, et al.
Argitaratua: (2005) -
Partially-drained loading of shallow foundations on sand
nork: Mangal, J, et al.
Argitaratua: (1999)