Influencia del nivel de carga, el cambio del nivel freático y la altura del estrato cohesivo en los asentamientos de consolidación en un edificio simétrico
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Keywords
consolidated settlement, change of parameters, buildings with isolated footings
Resumen
The research evaluates the consolidation liquidations generated by a four quadrant building, where each one of the foot types is studied changing some of these parameters, to know which of these three aspects is the one that more influences in the consolidation liquidation in buildings of three levels, The methodology includes change the amount of levels that affect the load and dimensions of the footing, analysis of variables and influence of the change of phreatic level in another of the footing and finally the settlement is evaluated with the change of height of the soft stratum, that will be the consolidated stratum. It is concluded that the analysis of the variability of the settlements caused by the change of factors load levels, dimensions of the footings, variability of the phreatic level and change in the height of the cohesive stratum, where the consolidation will be presented.
Referencias
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