Uniaxial Compressive Strength Prediction of Rocks based on LSTM-Adaboost from Multi-Sources

Hao Wang, Luefeng Chen*, Xiao Liu, Min Wu, Witold Pedrycz, Kaoru Hirota

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Rock strength is a crucial factor in measuring rock stability and safety. Accurate prediction of rock strength can effectively guide mine excavation and blasting design. Uniaxial Compressive Strength (UCS) is a significant parameter in rock mechanics, and its precise prediction can reflect the rock strength. Research on UCS prediction models based on drilling parameters often relates to the nature of the drilling rig, making it difficult to extend the application to other platforms. This paper proposes an LSTM-Adaboost algorithm that collects drilling data from four different sources, training four LSTM weak learners separately, and outputs LSTM strong learning machine that can be applied to different sources of drilling data through the Adaboost fusion algorithm. As drilling data has temporal backward and forward dependencies, LSTM is adopted as weak learners for its capability of maintaining long-term dependencies by using internal memory units. The effectiveness of the algorithm is verified by comparing it with the BP neural network, random forest algorithm, and LSTM without fusion algorithm.

Original languageEnglish
Title of host publication14th Asian Control Conference, ASCC 2024
PublisherInstitute of Electrical and Electronics Engineers Inc.
Pages1492-1496
Number of pages5
ISBN (Electronic)9789887581598
Publication statusPublished - 2024
Externally publishedYes
Event14th Asian Control Conference, ASCC 2024 - Dalian, China
Duration: 5 Jul 20248 Jul 2024

Publication series

Name14th Asian Control Conference, ASCC 2024

Conference

Conference14th Asian Control Conference, ASCC 2024
Country/TerritoryChina
CityDalian
Period5/07/248/07/24

Keywords

  • drilling parameters
  • LSTM-Adaboost
  • rock strength
  • UCS value

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