A generalised Winkler model for the behaviour of shallow foundations
A theoretical model is described for the behaviour of rigid foundations subjected to combined vertical, horizontal and moment loading. The model is based on a generalisation of the Winkler concept of subgrade reaction. Non-linearity of the stress–displacement response is introduced using the concept...
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| 格式: | Journal article |
| 语言: | English |
| 出版: |
Thomas Telford Ltd.
2005
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