Experimental Study on Guabirotuba’s Soil Stabilization Using Extreme Molding Conditions

The porosity/cement ratio (η/C iv ) was employed in this research to study the evolution of unconfined compressive strength (UCS or q u ) and split tensile strength (STS or q t ) of a silty soil stabilized with cement in several molding conditions not shown in the literature. Five molding moisture c...

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Veröffentlicht in:	Geotechnical and geological engineering 2020-06, Vol.38 (3), p.2591-2607
Hauptverfasser:	Baldovino, Jair de Jesús Arrieta, Izzo, Ronaldo Luis dos Santos, Feltrim, Fernanda, da Silva, Érico Rafael
Format:	Artikel
Sprache:	eng
Schlagworte:	Cement Civil Engineering Compressive strength Concrete Dry weight Earth and Environmental Science Earth Sciences Geotechnical Engineering & Applied Earth Sciences Hydrogeology Moisture content Molding (process) Original Paper Porosity Ratios Silty soils Soil Soil compaction Soil moisture Soil porosity Soil stabilization Tensile strength Terrestrial Pollution Waste Management/Waste Technology Water content Weight
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