Mechanical properties and failure characteristics of strengthening stratified cemented tailings backfill under triaxial compression

被引:0
|
作者
Xu, Wen-bin [1 ]
Zhao, Kang-qi [1 ]
Zhang, Ya-lun [1 ]
Liu, Cheng-bao [1 ]
Zhou, Lei [2 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[2] Anhui Masteel Min Resources Grp Co Ltd, Maanshan 243000, Anhui, Peoples R China
关键词
strengthening stratified structure; cemented tailings backfill; mechanical property; stress-strain curves; failure mode;
D O I
10.16285/j.rsm.2024.0496
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In order to solve the collapsible difficulties of primary stope in subsequent stoping backfilling method, the idea of strengthening stratified structure in primary stoping backfill is put forward. The effect of strengthening stratified height, cement-to- tailings ratio and confining pressure on the mechanical properties and failure rules of cemented tailings backfill (CTB) is investigated by the triaxial compressive testing. The difference of deviational-stress-strain curves and failure modes between CTB and strengthening stratified CTB is investigated. The results show that the yield phase and peak strength of CTB are enhanced by the strengthening stratified structure in CTB. When the strengthening stratified thickness keeps constant, the strengthening effect is raised as the cement-to-tailings ratio in the main layer become lower. Moreover, the cement-to-tailings ratio in the main layer remains unchanged, the strengthening effect is advanced by the increase of strengthening stratified thickness as well. The peak strength of CTB is logarithmically increased with confining pressures, and the apparent cohesion and friction angle are linearly increased with cement-to-tailings ratio in the main layer and strengthening stratified thickness. The failure mode of CTB without strengthening stratified structure is mainly dominated by an oblique shear crack, and the strengthening stratified CTB presents three failure modes: shear, tensile and mixed. When the cement-to-tailings ratio in the main layer is low, tensile cracks run through the strengthening stratified structure. The feasibility of 1:7-0 backfill replaced by 1:20-2/5 is verified, and the backfill cost of 1:20-2/5 can be saved by 6.85% cement cost, where 1:20 is cement-to-tailings ratio, and 2/5 is the proportion of strengthening stratified. The results can provide theoretical references for saving backfill cost and improving operation safety.
引用
收藏
页码:3658 / 3667
页数:10
相关论文
共 50 条
  • [1] Mechanical Properties, Failure Modes, and Damage Development of Stratified Cemented Tailings Backfill under Uniaxial Compression
    Xu, Wenbin
    Zhang, Yalun
    Chen, Wei
    Sun, Tong
    Sang, Yilin
    MINERALS, 2024, 14 (09)
  • [2] Mechanical properties and deformation mechanism of stratified cemented tailings backfill under unconfined compression
    Chen, Shuaijun
    Jin, Aibing
    Zhao, Yiqing
    Li, Hai
    Wang, Jie
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 335
  • [3] Effect of prefabricated flaw angle on the mechanical properties and failure characteristics of stratified cemented tailings backfill
    Chen, Shuaijun
    Qin, Wenjing
    Jin, Aibing
    Zhao, Yiqing
    Li, Zhihao
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2025, 135
  • [4] Mechanical properties of cemented tailings backfill under true triaxial loading condition
    Guanghua Sun
    Yufan Feng
    Xulong Yao
    Chenyang Liu
    Chundi Ma
    Yue Wang
    Arabian Journal of Geosciences, 2022, 15 (13)
  • [5] Strength and deformation behaviors of cemented tailings backfill under triaxial compression
    Xu, Wen-bin
    Liu, Bin
    Wu, Wei-lu
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2020, 27 (12) : 3531 - 3543
  • [6] Analysis on mechanical behavior and failure characteristics of layered cemented paste backfill(LCPB) under triaxial compression
    Zhang, Chao
    Fu, Jianxin
    Song, Weidong
    Kang, Mingchao
    Li, Teng
    Wang, Naiwei
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 324
  • [7] Analysis on mechanical behavior and failure characteristics of layered cemented paste backfill(LCPB) under triaxial compression
    Zhang, Chao
    Fu, Jianxin
    Song, Weidong
    Kang, Mingchao
    Li, Teng
    Wang, Naiwei
    Construction and Building Materials, 2022, 324
  • [8] Mechanical behavior and deformation failure characteristics of cemented tailings backfill under impact loading
    Yang S.-X.
    Wang H.-J.
    Hou Y.-Q.
    Zhang M.-Z.
    Zhongguo Youse Jinshu Xuebao/Chinese Journal of Nonferrous Metals, 2022, 32 (03): : 908 - 919
  • [9] Strength deterioration mechanism of horizontal stratified cemented tailings backfill under uniaxial compression
    Chen, Shuaijun
    Jin, Aibing
    Zhao, Yiqing
    Wang, Zhongshu
    Zheng, Youmei
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2025, 22
  • [10] Mechanical properties and failure modes of stratified backfill under triaxial cyclic loading and unloading
    Wang Jie
    Song Weidong
    Cao Shuai
    Tan Yuye
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2019, 29 (05) : 809 - 814