Presas sobre terrenos de asiento diferencial
DOI:
https://doi.org/10.3989/ic.1960.v12.i120.5204Abstract
El problema de la construcción de presas sobre terrenos de asiento variable debido al distinto grado de compresibilidad ha sido, hasta hoy, por el empleo de diques de tierra en escollera o con muros de mampostería en seco.
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