0000000000937302

AUTHOR

F. Cafaro

showing 1 related works from this author

Hydraulic Characterization of a Pervious Concrete for Deep Draining Trenches

2018

Reduction in pore water pressure is an useful strategy to improve the stability of slopes. Deep draining trenches can be used for this purpose. For the realization of deep trenches, the usual conventional construction techniques are not adequate and the use of adjacent vertical panels, built by means of the methods well-established for diaphragm walls, is necessary. However, unbonded materials (i.e., gravels) cannot be used, because the excavation of a panel adjacent to one already built will cause instability. For this scope a bonded material such as pervious concrete can be used. It must have high permeability; filtering capacity, in order to prevent internal erosion of the soil in which …

SuctionHydraulic conductivityPervious concrete0211 other engineering and technologies02 engineering and technologySuctionSuction.Pore water pressureHydraulic conductivityDeep trenches021105 building & constructionGeneral Materials ScienceGeotechnical engineeringDrainagePorosityPervious concrete; Deep trenches; Drainage; Porosity; Hydraulic conductivity; Suction021101 geological & geomatics engineeringCivil and Structural EngineeringSettore ICAR/07 - GeotecnicaPervious concreteDeep trencheBuilding and ConstructionCharacterization (materials science)Mechanics of MaterialsDrainagePorosityRealization (systems)GeologyJournal of Materials in Civil Engineering
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