Analysis of vertical inclusions in soils as countermeasure to liquefaction-induced lateral spreading
Liquefaction is the phenomenon in which a soil's strength is reduced due to a rise in pore water pressure in loose, saturated sand. It is typically caused by an earthquake or other rapid applications of stress and results in the soil behaving like a liquid. One type of failure associated with l...
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| Format: | Thesis |
| Language: | English |
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