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NARROW
GeoRef Subject
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all geography including DSDP/ODP Sites and Legs
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Canada
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Eastern Canada
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Quebec
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Saint Lawrence Estuary (1)
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Europe
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North America
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South America
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United States
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Nevada
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Texas
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Primary terms
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Canada
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carbon
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Cenozoic
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lower Eocene (1)
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United States
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soils
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soils (7)
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packing
Structure of basaltic glass at pressures up to 18 GPa
Effects of material texture and packing density on the interfacial polarization of granular soils
Particula: A simulator tool for computational rock physics of granular media
First-principles investigation of the effect of crystal structure on sulfur isotope fractionation in sulfide polymorphs
Sound velocity measurements of hcp Fe-Si alloy at high pressure and high temperature by inelastic X-ray scattering
Dynamic Magma Systems: Implications for Forecasting Volcanic Activity
Ideal wollastonite and the structural relationship between the pyroxenoids and pyroxenes
Effects of Sand Compaction and Mixing on Pore Structure and the Unsaturated Soil Hydraulic Properties
The crystal structure and composition of pottsite, (Pb 3 x Bi 4–2 x )(VO 4 ) 4 ·H 2 O (0.8 < x < 1.0)
Permeability in Two-Component Porous Media: Effective-Medium Approximation Compared with Lattice-Boltzmann Simulations
Inadequacy of different methods of assessing the correct dosages during the preparation of air-hardening lime mortars
Abstract This work highlights the importance of applying suitable methods for the design of air-hardening lime mortars with the correct water dosage and binder-to-aggregate ratios. To this end, the recently developed ‘wet packing method’ has been used to assess the optimum water-to-binder ratio at which the packing density is achieved in lime mortars with different binder-to-aggregate proportions. To support the validity of this method, it has been compared with other standardized methods of determining the bulk density of the dry granular components and the consistency of the mortar pastes. The reliability of the wet packing method has then been verified by studying the mineralogical, textural and mechanical properties of mortars after 2 and 6 months of carbonation. Results showed that although the wet packing method seems to be more realistic than the majority of standards used for the determination of the packing density and workability in granular mixtures, it is not totally suitable for the preparation of air-hardening lime mortars with good performances in the fresh and hardened state.