Marine Georesources and Geotechnology · 2011 · 66 citations · 23 references
EngineeringCivil EngineeringMaterials EngineeringGeotechnical EngineeringRheologySoil MechanicsCementitious MaterialsRheological Characterization Of SuspensionsSoil PermeabilityCement Grouting MaterialsCementitious GroutsCompressive StrengthGroutingMedium SandRheological PropertiesRheology Of Cement SuspensionsUnconfined Compressive Strength
Abstract This article investigates the penetrability of microfine cement suspensions prepared with Rheocem 900 with and without superplasticizer additive into various graded fine-to-medium sands into which chemical grout permeation is only possible. Initially, the basic rheological properties such as viscosity, setting time, and stability of microfine cement suspensions are studied. In addition, penetration performance of the suspensions into various graded fine to medium sand specimens under different grouting pressures is examined. Finally, the strength and permeability characteristics of various graded fine-to-medium sand specimens permeated with microfine cement suspensions are studied. It is found that a superplasticizer additive greatly increases the grouting performance of microfine cement and reduces the grouting pressure. Moreover, it is seen that the unconfined compressive strengths of sand specimens permeated with a cement grout without additive are slightly less than those of sand specimens permeated with cement grout and superplasticizer additive. Furthermore, permeability tests on specimens permeated with cement grouts with or without a superplasticizer reveals that all specimens are impermeable (k < 1 × 10−7 m/s). Keywords: microfine cementpermeabilitypermeationsandunconfined compressive strength Acknowledgments Financial support for this work was partially supported by Gazi University Grant No. BAP-06/2010-15. The authors appreciate the financial support given by the Gazi University. Notes 1 W/C: The ratio of weight of water to the weight of cement in the suspension. 2P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1W/C: The ratio of weight of water to the weight of cement in the suspension. 2P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1 W/C: The ratio of weight of water to the weight of cement in the suspension. 2P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1P/C: The ratio of weight of plasticizer to the weight of cement in the suspension. 1P/C: The ratio of weight of plasticizer to the weight of cement in the suspension.
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Experimental study of cement grout
Frédéric Rosquoët, Alain Alexis, Abdelhafid Khelidj et al. · Cement and Concrete Research · 2003 · 177 citations · Full text