Anmelden

Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:

  1. The required quantity of dried sample of aggregate is weighed.
  2. The weighed aggregates are sieved through a set of sieves with square openings arranged in descending order of aperture size, with the largest mesh on top (Column 1 of Table 1).
  3. The stack of sieves is shaken or vibrated to facilitate the sorting of particles by size.
  4. After sieving for a specific period, the material retained on each sieve is weighed (Column 2 of Table 1).
  5. The weight of particles retained on each sieve is expressed as a percentage of the total sample mass (Column 3 of Table 1).
    Eq1
  6. The cumulative percentage passing each sieve is calculated to the nearest one percent from the finest sieve moving upwards (Column 4 of Table 1).
  7. The grading curve is plotted on a graph (Figure 1) where the ordinate values represent the percentage passing (Column 4 of Table 1), and the abscissa values show the sieve apertures (Column 1 of Table 1), set to a logarithmic scale.

Table 1: Data for sieve analysis on sand

Column 1 Column 2 Column 3 Column 4
ASTM Sieve (Sieve size) Weight retained on each sieve (g) Percentage weight retained on each sieve (%) Cumulative Percentage passing each sieve (%)
⅜ inch (9.5 mm) 0 0 98+2 = 100
No. 4 (4.75 mm) 10 2 88+10 = 98
No. 8 (2.36mm) 50 10 79+9 = 88
No. 16 (1.18 mm) 45 9 61+18 = 79
No. 30 (600 µ) 90 18 29+32 = 61
No. 50 (300 µ) 160 32 10+19 = 29
No. 100 (150 µ) 95 19 10
Bottom pan 50 10
Total weight of aggregate = 500 g

Figure 1

Grading curves visually simplifies the distribution of particle sizes and is essential for ensuring that aggregates meet the required grading specifications for construction projects.

Tags

Sieve AnalysisParticle Size DistributionAggregate MaterialsGrading CurvesAperture SizeCumulative PercentageLogarithmic ScaleWeight RetainedConstruction SpecificationsSorted Particles

Aus Kapitel 5:

article

Now Playing

5.3 : Sieve Analysis and Grading Curves

Aggregates and Water

203 Ansichten

article

5.1 : Unsoundness of Aggregate due to Volume Change

Aggregates and Water

75 Ansichten

article

5.2 : Deleterious Substances in Aggregate

Aggregates and Water

122 Ansichten

article

5.4 : Fineness Modulus

Aggregates and Water

172 Ansichten

article

5.5 : Types of Aggregate Grading

Aggregates and Water

281 Ansichten

article

5.6 : Maximum Size of Aggregate

Aggregates and Water

49 Ansichten

article

5.7 : Quality of Water

Aggregates and Water

67 Ansichten

article

5.8 : Testing Water Quality

Aggregates and Water

84 Ansichten

article

5.9 : Aggregates Classification

Aggregates and Water

289 Ansichten

article

5.10 : Shape and Texture of Coarse Aggregate

Aggregates and Water

152 Ansichten

article

5.11 : Bonding and Strength of Aggregate

Aggregates and Water

115 Ansichten

article

5.12 : Toughness and Hardness of Aggregate

Aggregates and Water

199 Ansichten

article

5.13 : Specific Gravity of Aggregate

Aggregates and Water

166 Ansichten

article

5.14 : Bulk Density of Aggregate

Aggregates and Water

358 Ansichten

article

5.15 : Porosity and Absorption of Aggregate

Aggregates and Water

225 Ansichten

See More

JoVE Logo

Datenschutz

Nutzungsbedingungen

Richtlinien

Forschung

Lehre

ÜBER JoVE

Copyright © 2025 MyJoVE Corporation. Alle Rechte vorbehalten