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Related Concept Videos

Design Example: Aggregate Gradation01:24

Design Example: Aggregate Gradation

The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is sampled...
Deleterious Substances in Aggregate01:25

Deleterious Substances in Aggregate

Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that...
Aggregates Classification01:29

Aggregates Classification

Aggregate classification is generally based on its size, petrographic characteristics, weight, and source. Size classification ranges from coarse to fine aggregates, defined by the size of the particles. Coarse aggregates are particles that do not pass through ASTM sieve No. 4, and aggregates that pass through the sieve are fine aggregates.
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
Sieve Analysis and Grading Curves01:19

Sieve Analysis and Grading Curves

Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:
Fineness Modulus01:19

Fineness Modulus

The fineness modulus (FM) of aggregate is a numerical index that measures the coarseness or fineness of the particles. It is calculated by adding the cumulative percentages of aggregate retained on each of a specified series of sieves and dividing the sum by 100.
Consider performing sieve analysis on sand through a set of ASTM sieves. The weight of aggregate retained in each sieve and pan placed at the bottom is recorded, as given in Column B of Table 1.
To determine the fineness modulus of...
Bulk Density of Aggregate01:22

Bulk Density of Aggregate

Bulk density refers to the mass of aggregate particles that would fill a unit volume. The concept of bulk density originates from the inability to pack aggregate particles in a manner that completely eliminates void spaces. Hence, the term bulk refers to the volume that encompasses both the aggregates and the voids. This measurement is crucial when aggregates are batched by volume and is used to convert quantities by mass to volume.
Most natural mineral aggregates, like sand and gravel,...

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Recycling waste brick from construction and demolition of buildings as pozzolanic materials.

Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA·2010
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Isolation of Quartz Grains for Optically Stimulated Luminescence (OSL) Dating of Quaternary Sediments for Paleoenvironmental Research
09:41

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Study of fine sediments for making lightweight aggregate.

Meng-Feng Hung1, Chao-Lung Hwang

  • 1Department of Civil Engineering, De-Lin Institute of Technology, Taipei, Taiwan. hungmf66@yahoo.com.tw

Waste Management & Research : the Journal of the International Solid Wastes and Public Cleansing Association, ISWA
|November 8, 2007
PubMed
Summary

Recycling fine sediment from Shih-Men Reservoir can create lightweight aggregate. Optimal sintering at 1200-1300°C transforms clay into a suitable raw material for expanded lightweight aggregate.

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Area of Science:

  • Materials Science
  • Geotechnical Engineering
  • Environmental Engineering

Background:

  • Fine sediments from reservoirs pose disposal challenges.
  • Lightweight aggregates are valuable construction materials.
  • Recycling industrial byproducts conserves resources.

Purpose of the Study:

  • To investigate the feasibility of recycling Shih-Men Reservoir fine sediments.
  • To produce lightweight aggregate from these sediments.
  • To characterize the sediment and the resulting aggregate.

Main Methods:

  • Qualitative and quantitative analysis of fine sediment.
  • X-ray fluorescence (XRF) and X-ray diffraction (XRD) for chemical and mineralogical composition.
  • Scanning electron microscopy (SEM) for microstructural analysis.
  • Sintering tests at various temperatures.

Main Results:

  • The fine sediment is classified as low plastic clay, suitable for bloating.
  • Particle density decreases with increasing sintering temperature above 1200°C.
  • Phase transformation and vitrification occur during sintering.
  • Optimal sintering conditions identified for expanded lightweight aggregate production.

Conclusions:

  • Shih-Men Reservoir fine sediment is a viable raw material for lightweight aggregate.
  • Sintering between 1200-1300°C for 10-12 minutes is effective.
  • This recycling process offers an environmentally sound solution.