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...
主要な著者: | Houlsby, G, Cassidy, M |
---|---|
フォーマット: | Journal article |
言語: | English |
出版事項: |
2011
|
類似資料
-
Partially-drained loading of shallow foundations on sand
著者:: Mangal, J, 等
出版事項: (1999) -
Calculation of stresses on shallow penetrometers and footings.
著者:: Houlsby, G, 等
出版事項: (1984) -
A generalised Winkler model for the behaviour of shallow foundations
著者:: Houlsby, G, 等
出版事項: (2005) -
A generalised Winkler model for the behaviour of shallow foundations
著者:: Houlsby, G, 等
出版事項: (2005) -
Partially-drained loading of shallow foundations on sand
著者:: Mangal, J, 等
出版事項: (1999)