Scale parameters of soft structures for surrounding rock erosion prevention in rockburst-prone roadways

Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disaster...

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Published inScientific reports Vol. 14; no. 1; pp. 19890 - 17
Main Authors Yongliang, He, Jiewen, Pang, Xiaoyuan, Sun, Liying, Sun
Format Journal Article
LanguageEnglish
Published London Nature Publishing Group UK 27.08.2024
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Abstract Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC 3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (10 4 , 10 5 , 10 6 , and 10 7  J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10–15 m and the fracture degree was represented by 30–40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
AbstractList Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC 3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (10 4 , 10 5 , 10 6 , and 10 7  J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10–15 m and the fracture degree was represented by 30–40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (10 , 10 , 10 , and 10  J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10-15 m and the fracture degree was represented by 30-40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (104, 105, 106, and 107 J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10–15 m and the fracture degree was represented by 30–40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (104, 105, 106, and 107 J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10-15 m and the fracture degree was represented by 30-40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (104, 105, 106, and 107 J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10-15 m and the fracture degree was represented by 30-40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
Abstract Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave attenuation, energy absorption and erosion prevention, which is conducive to the prevention of and reduction in the severity of rockburst disasters in coal mines. The scale parameters of soft structures includes two aspects: the size and the fracture degree of soft structures. The FLAC3D numerical simulation software was used to study the failure characteristics of roadways with different impact positions (roof impact, side impact) and different impact energies (104, 105, 106, and 107 J). The stress reduction rates of soft structures with different sizes and fracture degrees were calculated. Based on the stress reduction rate of the soft structure, the energy absorption effect of the soft structure around the roadway was obtained as a logarithmic function of the soft structure size, which is a power function related to its fracture degree, and the intersection range of the two curves was fitted. The stress reduction rate was 30% when the soft structure size of the surrounding rock of the roadway was 10–15 m and the fracture degree was represented by 30–40% of the coal strength, which was the most reasonable range of scale parameters. The research conclusions provide a parametric basis for improving the theory and practice of rockburst prevention and support in coal mine roadways.
Author Jiewen, Pang
Xiaoyuan, Sun
Liying, Sun
Yongliang, He
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BackLink https://www.ncbi.nlm.nih.gov/pubmed/39191914$$D View this record in MEDLINE/PubMed
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Cites_doi 10.1080/17480930.2023.2245294
10.1016/j.ijrmms.2020.104396
10.3390/pr12071398
10.1007/s10230-021-00799-7
10.1007/s00603-023-03652-1
10.1016/j.engfailanal.2021.105523
10.1016/j.tust.2018.08.023
10.1016/j.engfailanal.2023.107808
10.1007/s00603-023-03260-z
10.1016/j.ijmst.2019.06.005
10.1007/s11771-022-4903-2
10.1155/2021/6692543
10.1007/s00603-023-03234-1
10.1007/s00603-024-03771-3
10.1007/s00603-021-02653-2
10.1016/j.ssci.2019.02.020
10.1007/s00170-023-10852-0
10.1007/s12665-023-11122-8
10.1016/j.ijimpeng.2019.103356
10.1142/S0219455423501493
10.1007/s13296-019-00221-7
10.1016/j.ijmst.2022.09.023
10.1016/j.ijmst.2022.03.005
10.1007/s00603-022-03170-6
10.1142/S0219876222500013
10.1016/j.tust.2019.103069
10.1007/s10064-018-1418-z
10.1007/s00603-016-1036-7
10.1007/s11012-020-01173-7
10.1016/j.engfailanal.2023.107840
10.1016/j.ijmst.2021.09.007
10.1007/s00603-023-03723-3
10.1016/j.ijmst.2018.09.002
10.1007/s00603-022-02949-x
10.1155/2021/5549875
10.1016/j.ijrmms.2019.104135
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Issue 1
Keywords Soft structure
Roadway surrounding
Rockburst
Fracture degree
Size range
Language English
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References Wang, Wang, Guo, Dong, Wang (CR34) 2024
Liu, Wang, Song, Han, Chen, Chen (CR27) 2023; 82
Zhang, Wang, Bai, Wu, Wu, Wang (CR16) 2022; 32
Ma, Li, Luo, Zhang, Gao (CR5) 2023; 56
He, Gao, Xu, Yu (CR11) 2021; 2021
Du, Zuo, Chen, Zheng, Rong, Liu, Jin, Lin, Chen, Xing (CR12) 2024; 156
Cao, Dou, Wang, Yao, Dong, Gu (CR1) 2016; 49
Tang, Li, Zeng (CR24) 2024
Zhang, Wu, Song, Zhang, Fan, Zhang, Dong, Ma, Yang, Chen, Zhang, Xiao (CR17) 2024
Wang, Lu, Zhai, Xue, Zhi (CR35) 2019; 133
Wu, Wu, Zhang (CR3) 2019; 93
Wu, Wang, Bai, Liu, Wang, Xu, Feng (CR38) 2024; 12
Wen, Li, Jiang, Yu, Ma, Yang (CR2) 2019; 29
Lou, Gao, Li, Yuan, Sharifzadeh (CR23) 2023; 33
Zeng, Huang, Liu, Chen, Li (CR36) 2023; 23
Feng, Feng, Xiao, Yao, Hu, Niu, Li (CR28) 2019; 124
Jiang, Jiang, Xu (CR31) 2022; 19
Liu, Zhang, Jiang, Zhang, Yu (CR32) 2020; 55
Jiang, Jiang, Wang, Xue, Ma (CR13) 2023; 82
Wang, Costa e Silva, Pereira, Brás, Paneiro (CR25) 2023; 37
He, Ren, Liu (CR19) 2018; 28
Yang, Fu, Gao, Wu, Chang, Li (CR15) 2023; 56
Chen, Lin (CR30) 2019; 78
Wang, Xu, He, Jiang, Wei, Wang (CR9) 2022; 32
Wang, Li, Dou, Mu, Gong, Cai (CR22) 2020; 132
Zhang, Guo, Mu, Liu, Zhao (CR14) 2021; 40
Wang, Wenrui, Wang, He, Xue, Wei (CR18) 2023; 56
Moganedi, Stacey (CR21) 2019; 83
Tang, Zuo, Lv, Yu, Wu (CR20) 2023
Li, Chen, Wang, Li (CR37) 2021; 128
Gao, He, Xu, Yu (CR10) 2021; 2021
Yuan, Han, Zhang, Feng, Wang, Song, Wei (CR8) 2022; 55
Liang, Qian, Zhang, Liao (CR4) 2022; 29
Wang, Gong, Dou, Cai, Yuan, Fan (CR29) 2019; 115
Yang, Zhou, Xiao, Muhammad, Zhu, Chi (CR26) 2022; 306
Ma, Wang, Bao, Lu, Yang (CR33) 2019; 19
Zhou, Zhang, Nowamooz, Jiang, Ye (CR6) 2022; 55
Tian, Gao, Zhang, Han, Xiao (CR7) 2024; 156
References_xml – volume: 37
  start-page: 713
  issue: 9
  year: 2023
  end-page: 730
  ident: CR25
  article-title: Strength behavior and deformability characteristics of paste backfill with the addition of recycled rubber
  publication-title: Int. J. Min. Reclam. Environ.
  doi: 10.1080/17480930.2023.2245294
  contributor:
    fullname: Paneiro
– volume: 132
  year: 2020
  ident: CR22
  article-title: Applicability of energy-absorbing support system for rockburst prevention in underground roadways
  publication-title: Int. J. Rock Mech. Min.
  doi: 10.1016/j.ijrmms.2020.104396
  contributor:
    fullname: Cai
– volume: 12
  start-page: 1398
  year: 2024
  ident: CR38
  article-title: Failure characteristics and cooperative control strategies for gob-side entry driving near an advancing working face: a case study
  publication-title: Processes
  doi: 10.3390/pr12071398
  contributor:
    fullname: Feng
– volume: 40
  start-page: 1037
  issue: 4
  year: 2021
  end-page: 1047
  ident: CR14
  article-title: Water-inrush risk through fault zones with multiple karst aquifers underlying the coal floor: A case study in the Liuzhuang coal mine, Southern China
  publication-title: Mine Water Environ.
  doi: 10.1007/s10230-021-00799-7
  contributor:
    fullname: Zhao
– year: 2024
  ident: CR24
  article-title: Rockburst-specific flexible protection net (RFPN) for tunnels: Creation, characteristics, and preliminary application
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-023-03652-1
  contributor:
    fullname: Zeng
– volume: 128
  year: 2021
  ident: CR37
  article-title: Rockburst mechanism in coal rock with structural surface and the microseismic (MS) and electromagnetic radiation (EMR) response
  publication-title: Eng. Fail. Anal.
  doi: 10.1016/j.engfailanal.2021.105523
  contributor:
    fullname: Li
– volume: 83
  start-page: 545
  year: 2019
  end-page: 551
  ident: CR21
  article-title: Value creation as an approach to the management and control of rockburst damage in tunnels
  publication-title: Tunn. Undergr. Space Technol.
  doi: 10.1016/j.tust.2018.08.023
  contributor:
    fullname: Stacey
– volume: 156
  year: 2024
  ident: CR12
  article-title: Study on the response characteristics of roadway borehole pressure relief surrounding rock under strike-slip high-stress distribution
  publication-title: Eng. Fail. Anal.
  doi: 10.1016/j.engfailanal.2023.107808
  contributor:
    fullname: Xing
– volume: 56
  start-page: 4569
  issue: 6
  year: 2023
  end-page: 4582
  ident: CR18
  article-title: Evolution and control mechanism of rockburst in rock anchored by new energy-absorbing material
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-023-03260-z
  contributor:
    fullname: Wei
– volume: 29
  start-page: 571
  issue: 4
  year: 2019
  end-page: 576
  ident: CR2
  article-title: Rock burst risk evaluation based on equivalent surrounding rock strength
  publication-title: Int. J. Min. Sci. Technol.
  doi: 10.1016/j.ijmst.2019.06.005
  contributor:
    fullname: Yang
– volume: 29
  start-page: 624
  issue: 2
  year: 2022
  end-page: 644
  ident: CR4
  article-title: Numerical simulation of dynamic fracture properties of rocks under different static stress conditions
  publication-title: J. Cent. South Univ.
  doi: 10.1007/s11771-022-4903-2
  contributor:
    fullname: Liao
– volume: 2021
  start-page: 6692543
  year: 2021
  ident: CR11
  article-title: Mechanism and procedure of repeated borehole drilling using wall protection and a soft structure to prevent rockburst: A case study
  publication-title: Shock Vib.
  doi: 10.1155/2021/6692543
  contributor:
    fullname: Yu
– volume: 82
  issue: 29
  year: 2023
  ident: CR27
  article-title: A new rockburst criterion of stress–strength ratio considering stress distribution of surrounding rock
  publication-title: Bul. Eng. Geol. Environ.
  contributor:
    fullname: Chen
– volume: 56
  start-page: 3551
  issue: 5
  year: 2023
  end-page: 3571
  ident: CR15
  article-title: A novel method of combined deep hole blasting for gob-side roadway protection
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-023-03234-1
  contributor:
    fullname: Li
– year: 2024
  ident: CR34
  article-title: Experimental and mechanical analysis of the yielding support behavior of a novel compact yielding anchor cable
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-024-03771-3
  contributor:
    fullname: Wang
– volume: 55
  start-page: 297
  issue: 1
  year: 2022
  end-page: 315
  ident: CR8
  article-title: Zonal disintegration characteristics of roadway roof under strong mining conditions and mechanism of thick anchored and trans-boundary supporting
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-021-02653-2
  contributor:
    fullname: Wei
– volume: 115
  start-page: 320
  year: 2019
  end-page: 328
  ident: CR29
  article-title: Rockburst mechanism and control in coal seam with both syncline and hard strata
  publication-title: Safety Sci.
  doi: 10.1016/j.ssci.2019.02.020
  contributor:
    fullname: Fan
– year: 2023
  ident: CR20
  article-title: Study on factors influencing mechanical properties of energy absorbers for hydraulic support in rockburst roadway
  publication-title: Int. J. Adv. Manuf. Technol.
  doi: 10.1007/s00170-023-10852-0
  contributor:
    fullname: Wu
– volume: 82
  start-page: 434
  issue: 18
  year: 2023
  ident: CR13
  article-title: Model test research and application on control method of cooperative pressure relief by directional roof cutting for roadways with strong dynamic pressure
  publication-title: Environ. Earth Sci.
  doi: 10.1007/s12665-023-11122-8
  contributor:
    fullname: Ma
– volume: 133
  year: 2019
  ident: CR35
  article-title: Response of energy absorbing connector with polyurethane foam and multiple pleated plates under impact loading
  publication-title: Int. J. Impact Eng.
  doi: 10.1016/j.ijimpeng.2019.103356
  contributor:
    fullname: Zhi
– volume: 23
  start-page: 2350149
  issue: 13
  year: 2023
  ident: CR36
  article-title: Research on wave dissipation and energy absorption characteristics of different boundary materials under static–dynamic coupling loading
  publication-title: Int. J. Struct. Stab. Dyn.
  doi: 10.1142/S0219455423501493
  contributor:
    fullname: Li
– volume: 19
  start-page: 1446
  issue: 5
  year: 2019
  end-page: 1453
  ident: CR33
  article-title: Dynamic response analysis and model test research on K6 single-layer spherical reticulated shells subjected to impact load
  publication-title: Int. J. Steel Struct.
  doi: 10.1007/s13296-019-00221-7
  contributor:
    fullname: Yang
– volume: 33
  start-page: 215
  issue: 2
  year: 2023
  end-page: 231
  ident: CR23
  article-title: Effect of dynamic loading conditions on the dynamic performance of MP1 energy-absorbing rockbolts: Insight from laboratory drop test
  publication-title: Int. J. Min. Sci. Technol.
  doi: 10.1016/j.ijmst.2022.09.023
  contributor:
    fullname: Sharifzadeh
– volume: 32
  start-page: 447
  issue: 3
  year: 2022
  end-page: 458
  ident: CR9
  article-title: Dynamic mechanical characteristics and application of constant resistance energy-absorbing supporting material
  publication-title: Int. J. Min. Sci. Techno
  doi: 10.1016/j.ijmst.2022.03.005
  contributor:
    fullname: Wang
– volume: 56
  start-page: 2271
  issue: 3
  year: 2023
  end-page: 2291
  ident: CR5
  article-title: Dynamic damage and failure of layered sandstone with pre-cracked hole under combined cyclic impact and static loads
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-022-03170-6
  contributor:
    fullname: Gao
– volume: 19
  start-page: 2250001
  issue: 4
  year: 2022
  ident: CR31
  article-title: Research on algorithm and coupling damage model of rock under high temperature and loading based on Mohr-Coulomb criterion
  publication-title: Int. J. Comput. Methods
  doi: 10.1142/S0219876222500013
  contributor:
    fullname: Xu
– volume: 306
  issue: 5
  year: 2022
  ident: CR26
  article-title: Numerical simulation method for the process of rockburst
  publication-title: Eng. Geo
  contributor:
    fullname: Chi
– volume: 93
  year: 2019
  ident: CR3
  article-title: Rock burst prediction probability model based on case analysis
  publication-title: Tunn. Undergr. Space Technol.
  doi: 10.1016/j.tust.2019.103069
  contributor:
    fullname: Zhang
– volume: 78
  start-page: 4349
  issue: 6
  year: 2019
  end-page: 4361
  ident: CR30
  article-title: Consistency analysis of Hoek-Brown and equivalent Mohr–coulomb parameters in calculating slope safety factor
  publication-title: B Eng. Geol. Environ.
  doi: 10.1007/s10064-018-1418-z
  contributor:
    fullname: Lin
– volume: 49
  start-page: 4407
  issue: 11
  year: 2016
  end-page: 4422
  ident: CR1
  article-title: Microseismic precursory characteristics of rock burst hazard in mining areas near a large residual coal pillar: A case study from Xuzhuang coal mine, Xuzhou, China
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-016-1036-7
  contributor:
    fullname: Gu
– volume: 55
  start-page: 1435
  issue: 7
  year: 2020
  end-page: 1451
  ident: CR32
  article-title: An original numerical calculation method for impacting contact model of spur gear under lightly loaded condition
  publication-title: Meccanica
  doi: 10.1007/s11012-020-01173-7
  contributor:
    fullname: Yu
– volume: 156
  year: 2024
  ident: CR7
  article-title: Study on the deformation failure mechanism and coupling support technology of soft rock roadways in strong wind oxidation zones
  publication-title: Eng. Fail. Anal.
  doi: 10.1016/j.engfailanal.2023.107840
  contributor:
    fullname: Xiao
– volume: 32
  start-page: 295
  issue: 2
  year: 2022
  end-page: 308
  ident: CR16
  article-title: Fixed-length roof cutting with vertical hydraulic fracture based on the stress shadow effect: A case study
  publication-title: Int. J. Min. Sci. Techno
  doi: 10.1016/j.ijmst.2021.09.007
  contributor:
    fullname: Wang
– year: 2024
  ident: CR17
  article-title: Study on the anti-scouring and energy absorption characteristics of coupled broken coal rock mass and packed STFs
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-023-03723-3
  contributor:
    fullname: Xiao
– volume: 28
  start-page: 829
  issue: 5
  year: 2018
  end-page: 837
  ident: CR19
  article-title: Rockburst mechanism research and its control
  publication-title: Int. J. Min. Sci. Techno
  doi: 10.1016/j.ijmst.2018.09.002
  contributor:
    fullname: Liu
– volume: 55
  start-page: 5639
  issue: 9
  year: 2022
  end-page: 5657
  ident: CR6
  article-title: Investigation on damage and failure mechanisms of roadway surrounding rock triggered by dynamic–static combined loads
  publication-title: Rock Mech. Rock Eng.
  doi: 10.1007/s00603-022-02949-x
  contributor:
    fullname: Ye
– volume: 2021
  start-page: 5549875
  year: 2021
  ident: CR10
  article-title: A new theoretical model of rock burst-prone roadway support and its application
  publication-title: Geofluids
  doi: 10.1155/2021/5549875
  contributor:
    fullname: Yu
– volume: 124
  start-page: 104135
  year: 2019
  ident: CR28
  article-title: Characteristic microseismicity during the development process of intermittent rockburst in a deep railway tunnel
  publication-title: Int. J. Rock Mech. Min.
  doi: 10.1016/j.ijrmms.2019.104135
  contributor:
    fullname: Li
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Snippet Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in wave...
Abstract Practical experience in coal mines has suggested that establishing a loose and soft structure in the surrounding rock of roadways can play a role in...
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StartPage 19890
SubjectTerms 639/166/986
704/2151/431
Absorption
Coal
Coal mines
Coal mining
Erosion control
Fracture degree
Humanities and Social Sciences
Impact analysis
Mathematical models
Mines
multidisciplinary
Prevention
Roads
Roads & highways
Roadway surrounding
Rockburst
Rocks
Science
Science (multidisciplinary)
Size range
Soft structure
Structure-function relationships
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Title Scale parameters of soft structures for surrounding rock erosion prevention in rockburst-prone roadways
URI https://link.springer.com/article/10.1038/s41598-024-71084-0
https://www.ncbi.nlm.nih.gov/pubmed/39191914
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Volume 14
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