2020
DOI: 10.1007/978-981-15-6086-6_88
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Modified Textural Soil Classification

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“…To determine whether the soil is coarse or fine, the percentage of material passing through each sieve was calculated. According to ISSCS (Indian Standard Soil Classification System) and USCS (Unified Soil Classification System), fine-grained soils are those in which >50% of the material has a particle size of <0.075 mm, i.e., more than 50% of the material should pass through sieve #200 (0.075 mm) [ 49 ]. The well-graded or poorly graded nature of the soil can be known by determining the C u (coefficient of uniformity) and C C (coefficient of curvature) values.…”
Section: Methodsmentioning
confidence: 99%
“…To determine whether the soil is coarse or fine, the percentage of material passing through each sieve was calculated. According to ISSCS (Indian Standard Soil Classification System) and USCS (Unified Soil Classification System), fine-grained soils are those in which >50% of the material has a particle size of <0.075 mm, i.e., more than 50% of the material should pass through sieve #200 (0.075 mm) [ 49 ]. The well-graded or poorly graded nature of the soil can be known by determining the C u (coefficient of uniformity) and C C (coefficient of curvature) values.…”
Section: Methodsmentioning
confidence: 99%