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基于超声横波测试的Na基膨润土充填体强度预测模型研究

林强 管华栋 王观石 程锦山

矿业科学学报2024,Vol.9Issue(3):426-434,9.
矿业科学学报2024,Vol.9Issue(3):426-434,9.DOI:10.19606/j.cnki.jmst.2024.03.011

基于超声横波测试的Na基膨润土充填体强度预测模型研究

Research on the strength prediction model of Na based bentonite filling body based on ultrasonic transverse wave testing

林强 1管华栋 1王观石 1程锦山1

作者信息

  • 1. 江西理工大学土木与测绘工程学院,江西赣州 341000||江西理工大学江西省环境岩土与工程灾害控制重点实验室,江西赣州 341000
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摘要

Abstract

As the core unit of backfill mining method,the strength of backfill is an important indicator to ensure safe mining.Na-based bentonite features a high methylene blue adsorption capacity and green compressive strength,making it a high-quality additive for preparing filling materials.However,there are few studies probing into the relationship between the dosage and the strength of the filling materials.This paper analyzes the changes in shear wave velocity,dominant frequency amplitude,ampli-tude attenuation coefficient,and waveform fractal dimension of filling materials with different Na-based bentonite dosages at different ages through ultrasonic testing technology and uniaxial compression tests.Combined with sensitivity analysis,we selected the most sensitive acoustic parameters to changes in compressive strength.Furthermore,this study establishes a strength prediction model for backfill with different Na-bentonite contents and combining significance testing and comparative analysis.The research findings can serve as a valuable reference for theoretical research and engineering applications related to predicting the uniaxial compressive strength of backfill materials.

关键词

充填体/Na基膨润土/超声波测试/单轴抗压强度/幅值衰减系数/预测模型

Key words

filling body/Na based bentonite/ultrasonic testing/uniaxial compressive strength/amplitude attenuation coefficient/prediction model

分类

矿业与冶金

引用本文复制引用

林强,管华栋,王观石,程锦山..基于超声横波测试的Na基膨润土充填体强度预测模型研究[J].矿业科学学报,2024,9(3):426-434,9.

基金项目

江西省教育厅科学技术研究项目(GJJ190499) (GJJ190499)

江西理工大学人才培养项目(205200100112) (205200100112)

矿业科学学报

OA北大核心CSTPCD

2096-2193

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