An overview on field and experimental evidences concerning seismic liquefaction induced settlement of buildings with shallow foundations
During earthquakes, loose saturated granular soils can experience a sharp rise in excess pore pressures and consequent strength loss as their structure attempts to compact, a phenomenon known as liquefaction. During and following liquefaction, soil pore fluid redistributes, causing the settlement of...
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| Lenguaje: | English |
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Universidad Católica de la Santísima Concepción
2011
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| Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-28132011000200004 |
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