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- W3088332216 abstract "In this paper, the empirical equations that estimate the hydraulic parameters for non-linear flow through rockfill are evaluated using a series of independent data collected in the laboratory. In this regard, three different uniform soils ranging in size from 8.7 to 25.7 mm have been selected and three random samples drawn from each material. The physical characteristics such as size distribution, porosity and shape factor have been measured for the 9 samples. Permeameter tests have been conducted on the samples to create a set of reliable hydraulic gradient vs. bulk velocity data. Statistical measures are used to compare the permeameter data with those predicted by the empirical equations. The study shows that McCorquodale et al. And Stephenson equations, which some subjective parameters related to the surface characters of the material, have been incorporated in their structures, can give good results." @default.
- W3088332216 created "2020-10-01" @default.
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- W3088332216 date "2020-12-17" @default.
- W3088332216 modified "2023-09-26" @default.
- W3088332216 title "Statistical evaluation of the empirical equations that estimate hydraulic parameters for flow through rockfill" @default.
- W3088332216 doi "https://doi.org/10.1201/9781003078630-71" @default.
- W3088332216 hasPublicationYear "2020" @default.
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