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1 Typical Values of Dry Density of Various Soil Types and Concrete

1 Typical Values of Dry Density of Various Soil Types and Concrete

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A pathway analysis computer code called RESRAD has been developed for implementing US Department of Energy Residual Radioactive Material Guidelines. Hydrogeological, meteorological, geochemical, geometrical (size, area, depth), and material-related (soil, concrete) parameters are used in the RESRAD code. This handbook discusses parameter definition...

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... of its high degree of aggregation (i.e., small total porosity), concrete has, in general, a higher dry density than soil. Typical values of dry density in different types of soils and in concrete are shown in Table 2.1. Dry density depends on the structure of the soil matrix (or its degree of compaction or looseness) and on the soil matrix's swelling/shrinkage characteristics. ...
Context 2
... use Table 2.1 to estimate dry bulk density (or any other soil properties discussed in this handbook), the user needs to know the soil texture type. The common method used in the field to classify a soil is the "feel" method (Brady 1984). ...
Context 3
... standard methods used on Formerly Utilized Sites Remedial Action Program (FUSRAP) sites for determining the particle density and the dry density in soil materials are those prepared by the American Society of Testing Materials (ASTM 1992a-o) and the U.S. Department of the Army (DOA 1970), as listed in Table 2.2. A general discussion on these measurement methodologies is also presented in Blake and Hartge (1986a,b). ...
Context 4
... the type of soil is known, then Table 2.1 can be used for a slightly more accurate determination of the input data values for dry density. If no information about the type of soils is available, however, then the values for dry density should be experimentally determined by using one of the methods described in Section 2.2.2. ...
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... 32.12 provides a method of estimating the distribution coefficient from the plant-soil concentration ratio, especially when experimental or literature data are not available. Table 32.1 lists the geometric mean values of Kd obtained from the literature or predicted by using concentration ratios (Sheppard and Thibault 1990). ...
Context 6
... a reasonable worst case, it is suggested that 40% of the total intake be used for homegrown vegetable consumption and 30% of the total intake be used for homegrown fruit consumption. Table 42.1 summarizes the EPA's recommendations. ...

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... It uses a temperaturedependent formulation (Rimstidt et al., 2012) calculated assuming that a 1 cm-thick layer of 250 μm diameter olivine spherical grains is in contact with porewater at a pH of 7.2. This layer was considered to have a porosity of 0.50, typical of coastal sandy sediments (Yu et al., 1993). ...
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... In nature, the grain size of the sand influences the porosity of the substrate due to its direct dependence on the increasing particle size and its irregular spherical structure, wherein a low sphericity of the particles corresponds to a small particle size, increasing porosity. It has been determined that the normal coefficient for sandy soil is around 0.25-0.5; it can be assumed that the smallest possible particles were utilized for bioconsolidation (Yu et al., 1993). ...
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... Any estimated porosity values over 60 % were reduced to a value of 60 % as this was deemed to be the realistic upper value of porosity, being the maximum estimated porosity for the samples in this study (Table S5 in SI) and also being towards the upper end of the range of typical porosity of clay-dominated materials (e.g. Yu et al., 1993). ...
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