Development and evaluation of induced partial saturation (IPS), delivery method and its implementation in large laboratory specimens and in the field
Liquefaction of saturated loose sands during an earthquake is associated with the build-up of excess pore water pressure, leading to loss of shearing strength of the sand. Current liquefaction mitigation techniques used in practice are expensive, and cannot be implemented on sites with existing stru...
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| Online Access: | http://hdl.handle.net/2047/D20200382 |