A Support Vector Machine and Particle Swarm Optimization Based Model for Cemented Tailings Backfill Materials

Zhuoqun Yu1,2, Yong Wang3, Yongyan Wang1

  • 1College of Electromechanical Engineering, Qingdao University of Science and Technology, Songling Road No. 99, Qingdao 266061, China.

Summary

This study demonstrates a feasible model using particle swarm optimization and support vector machine to accurately predict the unconfined compressive strength of cemented paste backfill. The developed model shows high efficiency for practical applications.

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Fineness of Cement01:15

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Fatigue Strength of Concrete01:22

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Bonding and Strength of Aggregate01:12

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Tensile Strength Considerations of Concrete01:16

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Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
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Impact Strength of Concrete01:21

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