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The sand type has an important influence on the properties of mortar.
These experiments revealed that nonwetting phase (NWP) relative permeability saturation (krN SW) relationships are strongly correlated to sand type.
The results show a very significant influence of the sand type on the mortar properties, with important consequences regarding mix design.
The soils were categorized as sandy soil containing 100% sand (type I), clay soil containing more than 95% clay (type II), coarse grained soil containing 68% gravel and 32% sand (type III), and coarse grained with high clay content containing 40% gravel, 20% sand, and 40% clay (type IV).
The apparent dry density proves to be a very important parameter for the estimation of the water demand of the sand as well as for the influence of the sand type on the rheological and strength properties of the mortar.
The solidification mechanisms of the coated sands during the SLS and post-curing processes were provided, and effects of binder content, raw sand type and post-curing parameters on the strength and gas evolution were investigated.
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Furthermore, Gmax of both sand types were not sensitive to adding more crude oil (≥ 8 wt%).
By means of an extensive experimental research programme, considering nine different sand types, this influence is characterised and quantified.
Steady-state through-flow chambers worked almost equally well in all sand types used in this study.
The two-dimensional bench scale flow cell was packed with a spatially correlated, random heterogeneous distribution of six sand types.
The water demand related with the different sand types is investigated considering some geometric sand properties like fineness modulus, relative specific surface and fictitious weight.
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