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Sieve Analysis and Grading Curves01:19

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Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:
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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.
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Machine learning-based pattern recognition of Bender element signals for predicting sand particle-size.

Yong-Hoon Byun1, Juik Son1, Jungmin Yun2

  • 1Department of Agricultural Civil Engineering, Kyungpook National University, 80 Daehak-ro, Buk-gu, Daegu, 41566, Republic of Korea.

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|February 26, 2025
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Summary
This summary is machine-generated.

This study integrates bender element signals with convolutional neural networks (CNNs) to predict sand particle size distribution. The CNN model effectively classifies sand types, enabling real-time monitoring of particle size variations.

Keywords:
Bender elementConvolutional neural networkCutoff frequencySand particle sizeVertical stress

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Area of Science:

  • Geotechnical Engineering
  • Machine Learning Applications
  • Signal Processing

Background:

  • Particle size distribution is crucial for soil behavior.
  • Bender elements measure shear wave propagation in soils.
  • Convolutional Neural Networks (CNNs) excel at pattern recognition in complex data.

Purpose of the Study:

  • To investigate the integration of bender element signals and CNNs for predicting sand particle size distribution.
  • To develop and optimize a CNN model for classifying different sand types based on bender element data.
  • To assess the feasibility of real-time monitoring of sand particle size variations.

Main Methods:

  • Utilized time-series signals from bender elements for four sand types (0.5-7 mm particle size).
  • Applied a one-dimensional CNN with batch normalization and ReLU activation, optimized via Bayesian techniques.
  • Conducted experiments under varying vertical stresses (10, 50, 150 kPa) and cutoff frequencies (10, 50, 100 kHz).

Main Results:

  • Higher vertical stresses increased resonant frequencies and reduced shear wave arrival times.
  • The CNN model successfully classified the four sand types across different stress and frequency conditions.
  • The unique signal patterns of each sand type were effectively captured by the CNN algorithm.

Conclusions:

  • Bender element signals combined with CNNs offer a viable method for predicting sand particle size distribution.
  • The developed framework demonstrates potential for real-time monitoring of soil particle size.
  • CNNs can effectively interpret complex signal patterns from bender elements for geotechnical applications.