Incremental effective stress liquefaction modelling of sands
A one dimensional incremental effective stress liquefaction model is presented. Two versions of the model have been developed - a static model to simulate the behaviour of a sand element to laboratory cyclic simple shear tests, and a dynamic model to compute the response of sand under harmonic or...
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| Format: | Others |
| Language: | English |
| Published: |
2009
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| Online Access: | http://hdl.handle.net/2429/4426 |