Experimental Study on the Engineering Properties of Gelfill

Experimental Study on the Engineering Properties of Gelfill

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dc.contributor.author Abdul-Hussain, Najlaa
dc.date.accessioned 2011-03-29T19:26:25Z
dc.date.available 2011-03-29T19:26:25Z
dc.date.created 2011 en_US
dc.date.issued 2011-03-29
dc.identifier.uri http://hdl.handle.net/10393/19852
dc.description.abstract Gelfill (GF) is made of tailings, water, binder and chemical additives (Fillset, sodium silicate gel). The components of GF are combined and mixed on the surface and transported (by gravity and/or pumping) to the underground mine workings, where the GF can be used for both underground mine support and tailings storage. Thermal (T), hydraulic (H), and mechanical (M) properties are important performance criteria of GF. The understanding of these engineering properties and their evolution with time are still limited due to the fact that GF is a new cemented backfill material. In this thesis, the evolution of the thermal, hydraulic, mechanical, and microstructural properties of small GF samples are determined. Various binder contents of Portland cement type I (PCI) are used. The GF is cured for 3, 7, 28, 90, and 120 days. It is found that the thermal, hydraulic and mechanical properties are time-dependent or affected by the degree of binder hydration index. Furthermore, a relationship is found between the compressive strength and the saturated hydraulic conductivity of the GF samples. The unsaturated hydraulic properties of GF samples have also been investigated. The outcomes show that unsaturated hydraulic conductivity is influenced by the degree of binder hydration index and binder content, especially at low suction ranges. Simple functions are proposed to predict the evolution of air-entry values (AEVs), residual water content, and fitting parameters from the van Genuchten model with the degree of hydration index (α). Furthermore, two columns are built to simulate the coupled thermo-hydro-mechanical (THM) behaviour of GF under drained and undrained conditions. The obtained results from the GF columns are compared with the small samples. It is observed that the mechanical properties, hydraulic properties (suction and water content), and temperature development are strongly coupled. The magnitude of these THM coupling factors is affected by the size of the GF. The findings also show that the mechanical, hydraulic and thermal properties of the GF columns are different from samples cured in plastic moulds. en_US
dc.language.iso en en_US
dc.subject unsaturated hydraulic properties en_US
dc.subject Gelfill en_US
dc.subject mechanical properties en_US
dc.subject microstructural properties en_US
dc.subject tailings en_US
dc.subject thermal properties en_US
dc.subject cemented paste backfill en_US
dc.subject column en_US
dc.subject coupled thermo-hydro-mechanical (THM) behaviour en_US
dc.subject air-entry value en_US
dc.subject residual water content en_US
dc.subject water retention curve en_US
dc.subject hydraulic properties en_US
dc.subject drained and undrained conditions en_US
dc.subject binder hydration en_US
dc.subject sodium silicate en_US
dc.subject suction en_US
dc.title Experimental Study on the Engineering Properties of Gelfill en_US
dc.type Thèse / Thesis en_US
dc.faculty.department Ottawa-Carleton Institute for Civil Engineering en_US
dc.contributor.supervisor Fall, Mamadou
dc.embargo.terms immediate en_US
dc.degree.name masc en_US
dc.degree.level masters en_US
dc.degree.discipline Génie / Engineering en_US

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