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Related Concept Videos

Design Example: Managing Concrete Workability01:14

Design Example: Managing Concrete Workability

109
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
109
Design Example: Aggregate Gradation01:24

Design Example: Aggregate Gradation

142
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...
142
Factors Affecting Workability01:24

Factors Affecting Workability

103
The workability of concrete is a critical characteristic that influences the ease of mixing, handling, and finishing the concrete. It is affected by several factors including water content, aggregate properties, and admixtures like air entrainment. Water plays a fundamental role as it lubricates the concrete mix, facilitating easier movement and placement. However, the water requirement varies depending on the texture and shape of aggregates. Finer particles and angular, rough-textured...
103
Pozzolans01:21

Pozzolans

171
Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is...
171
Moisture Content and Bulking of Aggregate01:10

Moisture Content and Bulking of Aggregate

196
The moisture content of aggregates is a crucial factor in construction, particularly in concrete mixing, as it influences the total water required in the mix. Moisture content represents the water coated on the exterior surface of the aggregate existing in a saturated and surface-dry condition. The total water content of a moist aggregate is the sum of its moisture content and water absorption.
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
196

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Study on Mix Proportion Optimization and Microstructure of Coal-Based Solid Waste (CSW) Backfill Material Based on

Xinyuan Zhao1, Ke Yang2, Xiang He1

  • 1State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mine, Anhui University of Science and Technology, Huainan 232001, China.

Materials (Basel, Switzerland)
|December 11, 2022
PubMed
Summary

Optimizing coal solid waste (CSW) backfill material using fly ash, gasification coarse slag, FGD gypsum, and coal gangue at a 25% ratio enhances mine safety and waste disposal. This research provides a valuable reference for applying CSW in underground backfilling.

Keywords:
backfill materialcoal-based solid wastemicrostructuremix proportion optimizationmulti-objective decision model

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Area of Science:

  • Geotechnical Engineering
  • Waste Management
  • Materials Science

Background:

  • Underground backfilling is crucial for large-scale solid waste disposal and mine stability.
  • Optimizing the mix proportion of backfill materials is a complex multi-objective problem.
  • Coal solid waste (CSW) components like coal gangue (CG), fly ash (FA), FGD gypsum, and gasification coarse slag (GCS) offer potential for backfill.

Purpose of the Study:

  • To determine the optimal mix proportion of CSW for backfill material with superior engineering properties.
  • To evaluate the influence of different solid waste components on backfill material characteristics.
  • To establish optimal ordinary portland cement (OPC) content and mass concentration for effective mine backfilling.

Main Methods:

  • Single-factor transformation method was used to test fluidity and strength.
  • Slump-flow, bleeding rate, and early strength (3-day and 7-day) were analyzed.
  • Multi-objective decision model, MIP, XRD, and SEM-EDS were employed for analysis.

Main Results:

  • The optimal mix proportion for CSW backfill was identified as FA: GCS: FGD gypsum: CG = 25%:25%:25%:25%.
  • Optimal ordinary portland cement (OPC) content was determined to be 10% of total solid waste, with a mass concentration of 78%.
  • Characterization of pore structure, micromorphology, and composition confirmed suitability for mine backfilling.

Conclusions:

  • The optimized CSW backfill material exhibits favorable properties for underground applications.
  • This research offers a practical solution for solid waste disposal and resource utilization in mining.
  • The findings provide a valuable reference for the field application of CSW in underground mine backfilling.