Lesson plan
Void ratio
The void ratio ( e ) of a mixture of solids and fluids (gases and liquids), or of a porous composite material such as concrete, is the ratio of the volume of the voids ( V_V ) filled by the fluids to the volume of all the solids ( V_S ). It is a dimensionless quantity in materials science and in soil science, and is closely related to the porosity (often noted as \phi , {\eta} (sometimes simply written as n), or ε, depending on the convention), the ratio of the volume of voids ( V_V ) to the total (or bulk) volume ( V_T ), as follows: : e = \frac{V_V}{V_S} = \frac{V_V}{V_T - V_V} = \frac{\phi}{1 - \phi} in which, for idealized porous media with a rigid and undeformable skeleton structure (i.e., without variation of total volume ( V_T ) when the water content of the sample changes (no expansion or swelling with the wetting of the sample); nor contraction or shrinking effect after drying of the sample), the total (or bulk) volume ( V_T ) of an ideal porous material is the sum of the volume of the solids ( V_S ) and the volume of voids ( V_V ): : V_T = V_S + V_V (in a rock, or in a soil, this also assumes that the solid grains and the pore fluid are clearly separated, so swelling clay minerals such as smectite, montmorillonite, or bentonite containing bound water in their interlayer space are not considered here.) and : \phi = \frac{V_V}{V_T} = \frac{V_V}{V_S + V_V} = \frac{e}{1 +…
Article summary
The void ratio ( e ) of a mixture of solids and fluids (gases and liquids), or of a porous composite material such as concrete, is the ratio of the volume of the voids ( V_V ) filled by the fluids to the volume of all the solids ( V_S ). It is a dimensionless quantity in materials science and in soil science, and is closely related to the porosity (often noted as \phi , {\eta} (sometimes simply written as n), or ε, depending on the convention), the ratio of the volume of voids ( V_V ) to the total (or bulk) volume ( V_T ), as follows: : e = \frac{V_V}{V_S} = \frac{V_V}{V_T - V_V} = \frac{\phi}{1 - \phi} in which, for idealized porous media with a rigid and undeformable skeleton structure (i.e., without variation of total volume ( V_T ) when the water content of the sample changes (no expansion or swelling with the wetting of the sample); nor contraction or shrinking effect after drying of the sample), the total (or bulk) volume ( V_T ) of an ideal porous material is the sum of the volume of the solids ( V_S ) and the volume of voids ( V_V ): : V_T = V_S + V_V (in a rock, or in a soil, this also assumes that the solid grains and the pore fluid are clearly separated, so swelling clay minerals such as smectite, montmorillonite, or bentonite containing bound water in their interlayer space are not considered here.) and : \phi = \frac{V_V}{V_T} = \frac{V_V}{V_S + V_V} = \frac{e}{1 +…
Key claims
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Discussion questions
- Summarise the article in your own words. Which single claim would you verify first, and why?
- Which claim in this article is most likely to be revised as the sources update? How would you check its current status?
- If two sources disagreed about one of these facts, what would you need in order to trust one over the other?
Bibliography
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