Hydraulic stability evaluation of a diaphragm wall in granular soils recharged by an unconfined aquifer
Diaphragm walls are normally adopted for deep basements in granular soils because, among other reasons, they act as watertight retaining structures and can form part of the structure foundations. When the water table is high and the excavation is deep there is a likely risk of hydraulic stability pr...
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Lenguaje: | English |
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Universidad Católica de la Santísima Concepción
2014
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Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-28132014000100004 |
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