Strength and energy exchange of deep sandstone under high hydraulic conditions

Fei Li , Shuang You , Hong-guang Ji , Davide Elmo , Hong-tao Wang

Journal of Central South University ›› 2020, Vol. 27 ›› Issue (10) : 3053 -3062.

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Journal of Central South University ›› 2020, Vol. 27 ›› Issue (10) : 3053 -3062. DOI: 10.1007/s11771-020-4528-2
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Strength and energy exchange of deep sandstone under high hydraulic conditions

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Abstract

To investigate the influence of confining pressure and pore water pressure on strength characteristics, energy storage state and energy release intensity at peak failure of deep sandstone, a series of triaxial compression tests under hydraulic coupling conditions are carried out. By analyzing the process of rock deformation and failure, the stress thresholds of the rock are obtained. The change trend of total energy density, elastic energy density and dissipated energy density of deep sandstone in the pre-peak stage is obtained by the graphical integration method. By comparing the dynamic energy storage level of rocks under different confining pressures, the influence of pore water pressure on the energy dissipation at stress thresholds of crack closure stress, crack initiation stress, crack damage stress and peak stress is analyzed. Based on the ratio of pre-peak total energy density to post-peak total energy density, the interaction mechanism of confining pressure and pore water pressure for the rock burst proneness of deep sandstone is studied. The experimental results show that the peak stress of sandstone increases with the increase of confining pressure, while the existence of pore water pressure can weaken the peak stress of sandstone. In the stress stage from crack closure stress to peak stress, the dynamic energy storage level of rock presents a trend of the inverse “check mark”. Meanwhile, the larger the confining pressure, the higher the energy storage level of rock. However, the pore water pressure increases the degree of energy dissipation of rock and reduces the energy storage capacity of rock, and the degree of dissipation is linear with pore water pressure. The increase of confining pressure aggravates the instability and failure of deep sandstone, while pore water pressure has the opposite effect. The research results will provide necessary data support for the stability analysis of rock mass excavation in sandstone stratum under high stress and high pore water pressure.

Keywords

deep sandstone / high hydraulic pressure / mechanical characteristics / energy storage / rock burst proneness

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Fei Li, Shuang You, Hong-guang Ji, Davide Elmo, Hong-tao Wang. Strength and energy exchange of deep sandstone under high hydraulic conditions. Journal of Central South University, 2020, 27(10): 3053-3062 DOI:10.1007/s11771-020-4528-2

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References

[1]

CaiM-F, BrownE T. Challenges in the mining and utilization of deep mineral resources [J]. Engineering, 2017, 3(4): 432-433

[2]

FengX-T, LiuJ-P, ChenB-R, XiaoY-X, FengG-L, ZhangF-P. Monitoring, warning, and control of rockburst in deep metal mines [J]. Engineering, 2017, 3(4): 538-545

[3]

KangH-P. Support technologies for deep and complex roadways in underground coal mines: A review [J]. International Journal of Coal Science & Technology, 2014, 1(3): 261-277

[4]

CuiF-P, WuQ, LinY-H, ZengY-F, ZhangK-L. Damage features and formation mechanism of the strong water inrush disaster at the Daxing Co Mine, Guangdong province, China [J]. Mine Water and the Environment, 2018, 37(2): 346-350

[5]

LuoY, GongF-Q, LiX-B, WangS-Y. Experimental simulation investigation of influence of depth on spalling characteristics in circular hard rock tunnel [J]. Journal of Central South University, 2020, 27(3): 891-910

[6]

YinL-M, MaK, ChenJ-T, XueY-C, WangZ-Q, CuiB-Q. Mechanical model on water inrush assessment related to deep mining above multiple aquifers [J]. Mine Water and the Environment, 2019, 38(4): 827-836

[7]

LiX-B, GongF-Q, TaoM, DongL-J, DuK, MaC-D, ZhouZ-L, YinT-B. Failure mechanism and coupled static-dynamic loading theory in deep hard rock mining: A review [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017, 9(4): 767-782

[8]

SiX-F, GongF-Q. Strength-weakening effect and shear-tension failure mode transformation mechanism of rockburst for fine-grained granite under triaxial unloading compression [J]. International Journal of Rock Mechanics and Mining Sciences, 2020, 131: 104347

[9]

ZhouZ, YangH, WangX-C, ZhangQ-F. Fractured rock mass hydraulic fracturing under hydrodynamic and hydrostatic pressure joint action [J]. Journal of Central South University, 2016, 23(10): 2695-2704

[10]

COOKNGW. The failure of rock [J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1965, 2(4): 389-403

[11]

YOU Shuang, JI Hong-guang, ZHANG Zi-jian, ZHANG Cheng-han. Damage evaluation for rock burst proneness of deep hard rock under triaxial cyclic loading [J]. Advances in Civil Engineering, 2018(1): 1–7. DOI: https://doi.org/10.1155/2018/8193638.

[12]

GongF-Q, LuoY, LiX-B, SiX-F, TaoM. Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels [J]. Tunnelling and Underground Space Technology, 2018, 81413-427

[13]

ZhangY, XuW-Y, GuJ-J, WangW. Triaxial creep tests of weak sandstone from fracture zone of high dam foundation [J]. Journal of Central South University, 2013, 20(9): 2528-2536

[14]

FengX-T, KongR, ZhangX-W, YangC-X. Experimental study of failure differences in hard rock under true triaxial compression [J]. Rock Mechanics and Rock Engineering, 2019, 52(7): 2109-2122

[15]

ShangJ-L. Rupture of veined granite in polyaxial compression: insights from three-dimensional discrete element method modeling [J]. Journal of Geophysical Research, 2020, 125(2): e2019JB019052

[16]

WangL, LiuJ-F, PeiJ-L, XuH-N, BianY. Mechanical and permeability characteristics of rock under hydro-mechanical coupling conditions [J]. Environmental Earth Sciences, 2015, 73105987-5996

[17]

ZhouH-W, WangZ-H, RenW-G, LiuZ-L, LiuJ-F. Acoustic emission based mechanical behaviors of Beishan granite under conventional triaxial compression and hydro-mechanical coupling tests [J]. International Journal of Rock Mechanics and Mining Sciences, 2019, 123: 104125

[18]

LiZ-H, XiongZ-M, ChenH-X, LuH, HuangM, MaC, LiuY-M. Analysis of stress-strain relationship of brittle rock containing microcracks under water pressure [J]. Bulletin of Engineering Geology and the Environment, 2020, 79(4): 1909-1918

[19]

XieH-P, LiL-Y, PengR-D, JuY. Energy analysis and criteria for structural failure of rocks [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2009, 1(1): 11-20

[20]

MengQ-B, ZhangM-W, HanL-J, PuH, NieT-Y. Effects of acoustic emission and energy evolution of rock specimens under the uniaxial cyclic loading and unloading compression [J]. Rock Mechanics and Rock Engineering, 2016, 49(10): 3873-3886

[21]

HouP, GaoF, YangY-G, ZhangX-X, ZhangZ-Z. Effect of the layer orientation on mechanics and energy evolution characteristics of shales under uniaxial loading [J]. International Journal of Mining Science and Technology, 2016, 26(5): 857-862

[22]

LiD-Y, SunZ, XieT, LiX-B, RanjithP G. Energy evolution characteristics of hard rock during triaxial failure with different loading and unloading paths [J]. Engineering Geology, 2017, 228270-281

[23]

PeiF, JiH-G, ZhangT-Z. Energy evolution and mechanical features of granite subjected to triaxial loading-unloading cycles [J]. Advances in Civil Engineering, 2019, 2019(1): 1-11

[24]

GongF-Q, YanJ-Y, LuoS, LiX-B. Investigation on the linear energy storage and dissipation laws of rock materials under uniaxial compression [J]. Rock Mechanics and Rock Engineering, 2019, 52(12): 4237-4255

[25]

GongF-Q, LuoS, YanJ-Y. Energy storage and dissipation evolution process and characteristics of marble in three tension-type failure tests [J]. Rock Mechanics and Rock Engineering, 2018, 51: 3613-3624

[26]

XiaY-J, LiL-C, TangC-A, BaoC-Y, LiA-S, HuangB. Experiment and numerical research on failure characteristic and brittleness index for reservoir sandstone [J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(1): 10-28(in Chinese)

[27]

ZhangC-H, YouS, JiH-G, LiF, WangH-T. Hydraulic properties and energy dissipation of deep hard rock under H-M coupling and cycling loads [J]. Thermal Science, 2019, 23(S3): S943-S950

[28]

GoodmanR EIntroduction to rock mechanics [M], 1989, New York, John Wiley & Sons

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