img

Wechat

Adv. Search

Gold Science and Technology ›› 2022, Vol. 30 ›› Issue (4): 540-549.doi: 10.11872/j.issn.1005-2518.2022.04.026

• Mining Technology and Mine Management • Previous Articles    

Experimental Study on Energy Damage Evolution Characteristics of Filling Specimens with Different Sizes Under Uniaxial Compression

Kui ZHAO1,2(),Zhouchao LIU1,2,Peng ZENG1,2(),Cong GONG1,2   

  1. 1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, Jiangxi, China
    2.Key Laboratory of Mining Engineering of Jiangxi Province, Jiangxi University of Science and Technology, Ganzhou 341000, Jiangxi, China
  • Received:2022-02-16 Revised:2022-04-13 Online:2022-08-31 Published:2022-10-31
  • Contact: Peng ZENG E-mail:yglmf_zk@163.com;zengpeng23@126.com

Abstract:

The indoor uniaxial compression tests were carried out on four filling specimens with different sizes of 40 mm,70.7 mm,100 mm and 150 mm.The effects of size changes on the energy evolution law and damage mechanism of filling were studied,and the precursory criterion of filling body failure based on elastic energy consumption ratio was obtained.The results show that the energy evolution laws of different sizes of fillings under uniaxial compression are similar,which are reflected in that the elastic strain energy is mainly accumulated before the peak stress,the energy is released and dissipated during the failure process of the specimen,the curve of dissipated energy and elastic energy shows an alternating growth trend,and the proportion of dissipated energy increases continuously and exceeds the elastic strain energy rapidly after the peak stress.With the increase of specimen size,the total input strain energy,elastic strain energy and dissipation energy of the filling body at the peak stress show a nonlinear downward trend,indicating that the energy storage limit and bearing capacity of the filling body are decreasing with the increase of specimen size.The dissipative energy characteristics of the filling body can better reflect the four stages of damage evolution in the filling body.In the initial damage stage and the stable development stage of damage,the variation range of the dissipation energy curves of the sample with the size of 40 mm is slightly larger than that of the sample with other sizes.In the stage of damage acceleration and damage failure,the corresponding curves of 40 mm and 70.7 mm samples and 100 mm and 150 mm samples show two different growth trends.The smaller the size is,the more severe the damage is.The larger the size of the filling specimen is,the greater the change range of the elastic energy consumption ratio K value of the specimen is.The elastic energy consumption ratio K value curve increases first and then decreases,continues to a low value,and then increases near the peak stress.This variation law of K value curve of elastic energy consumption ratio can be used as the precursory characteristic of critical failure of filling body.

Key words: size effect, filling body, energy damage, elastic energy consumption ratio, failure precursor

CLC Number: 

  • TD853

Fig.1

Relationship between elastic strain energy and dissipated energy"

Fig.2

Backfills of different sizes"

Fig.3

RMT-150C rock mechanics experimental equipment system"

Fig.4

Stress-strain curves of backfills with different sizes"

Fig.5

Failure forms of backfills with different sizes"

Fig.6

Relationship curves between energy and stress-strain of backfills with different sizes"

Table 1

Strain energy corresponding to peak stress of backfills with different sizes"

试样尺寸

/mm

峰值点总能量

/(kJ·m-3

峰值点弹性能

/(kJ·m-3

峰值点耗散能

/(kJ·m-3

40A11046048
A21106541
A31016146
平均值1056245
70.7B1753736
B2744237
B3794432
平均值764135
100C1373711
C2452413
C341299
平均值413011
150D1422510
D2372712
D3352614
平均值382612

Fig.7

Curves of peak point energy index with size"

Fig.8

Relation curves between dissipated energy and strain of backfills with different sizes"

Fig.9

Curves of elastic energy consumption ratio versus strain"

Gan Deqing, Han Liang, Liu Zhiyi,et al,2018.Experimental study on the size effect of compressive strength of cemented filling body[J].Metal Mine,47(1):32-36.
Gao Wei, Wang Lei, Yang Dayong,2011.Rock damage evolution based on energy principle[J].Chinese Journal of Rock Mechanics and Engineering,30(Supp.2):4087-4092.
Guo Yuxia, Zhao Yonghui, Feng Guorui,et al,2021.Study on damage size effect of cemented gangue backfill body under uniaxial compression[J].Chinese Journal of Rock Mecha-nics and Engineering,40(12):2434-2444.
Hou Yongqiang, Yin Shenghua, Cao Yong,et al,2020a.Research on damage and energy dissipation characteristics of cemented backfill under different loading rates[J].Journal of Hunan University (Natural Sciences),47(8):108-117.
Hou Yongqing, Yin Shenghua, Cao Yong,et al,2020b.Analysis of damage characteristics and energy dissipation of cemented tailings backfill with different curing ages under uniaxial compression[J].Journal of Central South University(Science and Technology),51(7):1955-1965.
Jin Shaobo, Liu Kewei, Huang Jin,et al,2021.Study on damage constitutive model of backfill under uniaxial compression loading[J].Gold Science and Technology,29(4):555-563.
Li Tianbin, Chen Ziquan, Chen Guoqing,et al,2015.An experimental study of energy mechanism of sandstone with different moisture contents[J].Rock and Soil Mechanics,36(Supp.2):229-236.
Li Ziyun, Wu Guang, Huang Tianzhu,et al,2018.Variation of energy and criteria for strength failure of shale under traixial cyclic loading[J].Chinese Journal of Rock Mechanics and Engineering,37(3):662-670.
Lu Rong, Ma Fengshan, Zhao Jie,et al,2021.Analysis of acoustic emission index characteristics for indoor uniaxial compression test of backfill[J].Gold Science and Technology,29(2):218-225.
Pan Pengzhi, Zhou Hui, Feng Xiating,2008.Research on effect of loading conditions on failure processes of rocks with different sizes under uniaxial compression[J].Chinese Journal of Rock Mechanics and Engineering,27(Supp.2):3636-3642.
Wu J B, Wang E Y, Ren X K,et al,2017.Size effect of concrete specimens on the acoustic emission characteristics under uniaxial compression conditions[J].Advances in Materials Science and Engineering,2017:1-12.
Xie Heping, Ju Yang, Li Liyun,2005.Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles[J].Chinese Journal of Rock Mechanics and Engineering,24(17):3003-3010.
Xie Heping, Peng Ruidong, Ju Yang,2004.Energy dissipation of rock deformation and fracture[J].Chinese Journal of Rock Mechanics and Engineering,23(21):3565-3570.
Xu Wenbin, Song Weidong, Wang Dongxu,et al,2014.Energy dissipation properties of cement backfill body under triaxial compression conditions[J].Journal of China University of Mining and Technology,43(5):808-814.
Xue G L, Yilmaz E, Song W D,et al,2020.Fiber length effect on strength properties of polypropylene fiber reinforced cemented tailings backfill specimens with different sizes[J].Construction and Building Materials,241:118113.
Yilmaz E, Belem T, Benzaazoua M,2015.Specimen size effect on strength behavior of cemented paste backfills subjected to different placement conditions[J].Engineering Geology,185:52-62.
Yin Shenghua, Hou Yongqiang, Yang Shixing,et al,2021.Analysis of deformation failure and energy dissipation of mixed aggregate cemented backfill during uniaxial compression[J].Journal of Central South University(Science and Technology),52(3):936-947.
Zhang Zhizhen,2013.Energy Evolution Mechanism During Rock Deformation and Failure[D].Xuzhou:China University of Mining and Technology.
Zhao Kui, Xie Wenjian,Zengpeng,et al,2020a.Experimental study on AE characteristics of cemented tailings backfill failure process with different concentration[J].Journal of Applied Acoustics,39(4):543-549.
Zhao Kui, Zhuo Yulong, Zeng Peng,et al,2020b.Synergies in downward slice stoping with cemented filling[J].Metal Mine,49(5):19-25.
甘德清,韩亮,刘志义,等,2018.胶结充填体抗压强度尺寸效应的试验研究[J].金属矿山,47(1):32-36.
高玮,汪磊,杨大勇,2011.岩石损伤演化的能量方法研究[J].岩石力学与工程学报,30(增2):4087-4092.
郭育霞,赵永辉,冯国瑞,等,2021.矸石胶结充填体单轴压缩损伤破坏尺寸效应研究[J].岩石力学与工程学报,40(12):2434-2444.
侯永强,尹升华,曹永,等,2020a.不同加载速率下胶结充填体损伤特性与能量耗散特征分析[J].湖南大学学报(自然科学版),47(8):108-117.
侯永强,尹升华,曹永,等,2020b.单轴压缩下不同养护龄期尾砂胶结充填体损伤特性及能量耗散分析[J].中南大学学报(自然科学版),51(7):1955-1965.
靳少博,刘科伟,黄进,等,2021.单轴压缩下充填体损伤本构模型研究[J].黄金科学技术,29(4):555-563.
李天斌,陈子全,陈国庆,等,2015.不同含水率作用下砂岩的能量机制研究[J].岩土力学,36(增2):229-236.
李子运,吴光,黄天柱,等,2018.三轴循环荷载作用下页岩能量演化规律及强度失效判据研究[J].岩石力学与工程学报,37(3):662-670.
卢蓉,马凤山,赵杰,等,2021.充填体室内单轴压缩试验声发射指标特性分析[J].黄金科学技术,29(2):218-225.
潘鹏志,周辉,冯夏庭,2008.加载条件对不同尺寸岩石单轴压缩破裂过程的影响研究[J].岩石力学与工程学报,27(增2):3636-3642.
谢和平,鞠杨,黎立云,2005.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,24(17):3003-3010.
谢和平,彭瑞东,鞠杨,2004.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,23(21):3565-3570.
徐文彬,宋卫东,王东旭,等,2014.三轴压缩条件下胶结充填体能量耗散特征分析[J].中国矿业大学学报,43(5):808-814.
尹升华,侯永强,杨世兴,等,2021.单轴压缩下混合集料胶结充填体变形破坏及能耗特征分析[J].中南大学学报(自然科学版),52(3):936-947.
张志镇,2013.岩石变形破坏过程中的能量演化机制[D].徐州:中国矿业大学.
赵奎,谢文健,曾鹏,等,2020a.不同浓度的尾砂胶结充填体破坏过程声发射特性试验研究[J].应用声学,39(4):543-549.
赵奎,卓毓龙,曾鹏,等,2020b.下向分层胶结充填开采中的协同性[J].金属矿山,49(5):19-25.
[1] Yongliang FAN, Jiqiang CUI, Yuankun ZHANG, Feng LI, Chunyun HUANG, Yuantong GU, Jianyuan HE. Influence of Mixed Coarse Aggregate Ratio on Strength and Fluidity of Filling Slurry [J]. Gold Science and Technology, 2022, 30(2): 263-271.
[2] Qinli ZHANG, Yibo YU, Daolin WANG. Stability Analysis and Evaluation of Filling Cantilever Structure in Longshou Mine [J]. Gold Science and Technology, 2022, 30(2): 254-262.
[3] Shaobo JIN,Kewei LIU,Jin HUANG,Shaohu JIN. Study on Damage Constitutive Model of Backfill Under Uniaxial Compression Loading [J]. Gold Science and Technology, 2021, 29(4): 555-563.
[4] Lulu XU,Qinli ZHANG,Ru FENG. Numerical Simulation of Backfill Strength Based on Optimization Results of Stope Structural Parameters [J]. Gold Science and Technology, 2021, 29(3): 421-432.
[5] Chunhui SONG, Xianglong LI, Jianguo WANG, Fei SONG. Experimental Study on the Effect of Pillar Blasting Mining on the Damage of Cemented Filling Body [J]. Gold Science and Technology, 2020, 28(4): 558-564.
[6] Wenfeng XIAO,Jianhong CHEN,Yi CHEN,Ximei WANG. Optimization of Multi-objective Filling Slurry Ratio Based on Neural Network and Genetic Algorithm [J]. Gold Science and Technology, 2019, 27(4): 581-588.
[7] Caixing SHI,Lijie GUO,Xinzheng CHEN. Experimental Study on the Law of Flow and Segregation of Filing Slurry in Stope [J]. Gold Science and Technology, 2018, 26(4): 520-527.
[8] CAO Shirong,HAN Jianwen,LI Yongxin,WANG Xiaojun,FENG Xiao,ZHUO Yulong. Damage Analysis of Solid Waste Rock Cemented Filling Body Based on Acoustic Emission Probability Density Function [J]. Gold Science and Technology, 2017, 25(6): 92-98.
[9] CAO Shirong,XIAO Weijing,LI Yongxin,WANG Xiaojun,ZHUO Yulong,FENG Xiao . Study on AE Characteristics of Cyclic Loading and Unloading of Ballast Cemented Backfilling Body [J]. Gold Science and Technology, 2017, 25(3): 92-97.
[10] SHI Xiuzhi,FAN Yuqian,SHANG Xueyi. Strength Prediction of Filling Body Based on PCA and BP Neural Networks [J]. Gold Science and Technology, 2016, 24(3): 64-69.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!