Page 168 - 《爆炸与冲击》2025年第6期
P. 168
第 45 卷 单仁亮,等: 加载速率对ACC结构抗剪性能的影响 第 6 期
bzycj-2019-0191.
CHEN H X, WANG M Y, LI J. A characteristic energy factor for deformation and failure of deep rock masses and its
application [J]. Explosion and Shock Waves, 2019, 39(8): 081103. DOI: 10.11883/bzycj-2019-0191.
[2] 王明洋, 徐天涵, 邓树新, 等. 深部硐室长期稳定性的两个力学问题 [J]. 爆炸与冲击, 2021, 41(7): 071101. DOI: 10.
11883/bzycj-2021-0023.
WANG M Y, XU T H, DENG S X, et al. Mechanical problems for the long-term stability of rocks surrounding deep level
underground tunnels [J]. Explosion and Shock Waves, 2021, 41(7): 071101. DOI: 10.11883/bzycj-2021-0023.
[3] MENG X, REN Q Y, XIAO S Q, et al. Numerical simulation of mechanical characteristics and tension-torsion coupling effect
of tension-type anchor cable [J]. Engineering Computations, 2023, 40(9/10): 2730–2753. DOI: 10.1108/EC-08-2023-0440.
[4] 丁瑜, 王全才, 何思明. 拉力分散型锚索锚固段荷载传递机制 [J]. 岩土力学, 2010, 31(2): 599–603. DOI: 10.16285/j.
rsm.2010.02.026.
DING Y, WANG Q C, HE S M. Loading transfer mechanism of dispersion-type tensile cables along anchoring section [J].
Rock and Soil Mechanics, 2010, 31(2): 599–603. DOI: 10.16285/j.rsm.2010.02.026.
[5] 沈俊, 顾金才, 张向阳, 等. 拉力型和压力型自由式锚索现场拉拔试验研究 [J]. 岩石力学与工程学报, 2012, 31(S1):
3291–3297. DOI: 10.3969/j.issn.1000-6915.2012.z1.094.
SHEN J, GU J C, ZHANG X Y, et al. Field pull-out test research on tension and pressrue unbonded anchor cables [J]. Chinese
Journal of Rock Mechanics and Engineering, 2012, 31(S1): 3291–3297. DOI: 10.3969/j.issn.1000-6915.2012.z1.094.
[6] JALALIFAR H, AZIZ N, HADI M. The effect of surface profile, rock strength and pretension load on bending behaviour of
fully grouted bolts [J]. Geotechnical & Geological Engineering, 2006, 24(5): 1203–1227. DOI: 10.1007/s10706-005-1340-6.
[7] AZIZ N, HOSSEIN J, HADI M S N. The effect of resin thickness on bolt-grout-concrete interaction in shear [C]//Coal 2005:
Coal Operators’ Conference. Brisbane, Australia, 2005.
[8] FERRERO A M. The shear strength of reinforced rock joints [J]. International Journal of Rock Mechanics and Mining
Sciences & Geomechanics Abstracts, 1995, 32(6): 595–605. DOI: 10.1016/0148-9062(95)00002-X.
[9] GORIS J M, MARTIN L A, CURTIN R P. Shear behaviour of cable bolt supports in horizontal bedded deposits [J]. Cim
Bulletin, 1996, 89: 124–128.
[10] GRASSELLI G. 3D Behaviour of bolted rock joints: experimental and numerical study [J]. International Journal of Rock
Mechanics and Mining Sciences, 2005, 42(1): 13–24. DOI: 10.1016/j.ijrmms.2004.06.003.
[11] JALALIFAR H, AZIZ N. Experimental and 3D numerical simulation of reinforced shear joints [J]. Rock Mechanics and Rock
Engineering, 2010, 43(1): 95–103. DOI: 10.1007/s00603-009-0031-7.
[12] 单仁亮, 陶宇, 孔祥松, 等. 能承担横向剪切力的锚管索支护结构: CN201410206614.5 [P]. 2016-03-02.
SHAN R L, TAO Y, KONG X S, et al. Composite support method of longitudinal beam in coal roadway: CN201410206614.5 [P].
2016-03-02.
[13] 单仁亮, 仝潇, 黄鹏程, 等. 管索组合结构及其力学性能研究 [J]. 岩土力学, 2022, 43(3): 602–614. DOI: 10.16285/j.rsm.
2021.0764.
SHAN R L, TONG X, HUANG P C, et al. Research on the anchor cable combined with the C-shaped tube and the mechanical
properties [J]. Rock and Soil Mechanics, 2022, 43(3): 602–614. DOI: 10.16285/j.rsm.2021.0764.
[14] SHAN R L, XIAO S C, LIANG J Q, et al. Study on the double-sided shear test and three-dimensional numerical simulation of
anchor cable with C-shaped tube [J]. Structures, 2024, 61: 106065. DOI: 10.1016/j.istruc.2024.106065.
[15] 单仁亮, 仝潇, 代卫林, 等. 管索组合结构支护新技术及其在深部大变形巷道应用研究 [J]. 矿业科学学报, 2023, 8(1):
39–49. DOI: 10.19606/j.cnki.jmst.2023.01.004.
SHAN R L, TONG X, DAI W L, et al. Research on the new technology of anchor cable with C-shaped tube support and its
application in deep large deformation roadway [J]. Journal of Mining Science and Technology, 2023, 8(1): 39–49. DOI:
10.19606/j.cnki.jmst.2023.01.004.
[16] 刘海峰, 宁建国. 冲击荷载作用下混凝土材料的细观本构模型 [J]. 爆炸与冲击, 2009, 29(3): 261–267. DOI: 10.
11883/1001-1455(2009)03-0261-07.
LIU H F, NING J G. A meso-mechanical constitutive model of concrete subjected to impact loading [J]. Explosion and Shock
061441-12