Estimating free field seismic settlement history in a saturated layered soil profile
Existing methods proposed for estimating the earthquake-induced one-dimensional free-field settlement in saturated soil, focus on the post-liquefaction permanent volumetric strain. These methods rely on undrained cyclic laboratory tests that subject the sandy samples to uniform cycles. A new method...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2021-11, Vol.150, p.106937, Article 106937 |
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