Page 39 - 《爆炸与冲击》2025年第6期

第 45 卷 单仁亮，等： 深部岩体结构面动力特性与致灾效应研究进展 第 6 期

CHENG Z K, LIAO R D, LI Y T, et al. Effect of surface topography on stress concentration factor [J]. Transactions of Beijing
Institute of Technology, 2016, 36(3): 231–236. DOI: 10.15918/j.tbit1001-0645.2016.03.003.
[10] ZHANG Q X, MO J L, XIANG Z Y, et al. The influence of interfacial wear characteristics on stick-slip vibration [J].
Tribology International, 2023, 185: 108535. DOI: 10.1016/j.triboint.2023.108535.
[11] 崔国建, 张传庆, 周辉, 等. 动力扰动作用下多功能岩石结构面剪切试验装置研制与应用研究 [J]. 岩土力学, 2022, 43(6):
1727–1737. DOI: 10.16285/j.rsm.2021.1592.
CUI G J, ZHANG C Q, ZHOU H, et al. Development and application of multifunctional shear test apparatus for rock
discontinuity under dynamic disturbance loading [J]. Rock and Soil Mechanics, 2022, 43(6): 1727–1737. DOI: 10.16285/j.rsm.
2021.1592.
[12] 宋保江, 阎绍泽. 界面黏滑摩擦现象的研究进展 [J]. 中国机械工程, 2017, 28(13): 1513–1522. DOI: 10.3969/j.issn.1004-
132X.2017.13.001.
SONG B J, YAN S Z. Research progresses on interfacial stick-slip frictions [J]. China Mechanical Engineering, 2017, 28(13):
1513–1522. DOI: 10.3969/j.issn.1004-132X.2017.13.001.
[13] 焦峰, 许江, 彭守建, 等. 常法向刚度条件下人工结构面剪切力学特性及损伤演化规律试验研究 [J]. 煤炭学报, 2023,
48(11): 4065–4077. DOI: 10.13225/j.cnki.jccs.2022.1819.
JIAO F, XU J, PENG S J, et al. Experimental study on shear mechanical properties and damage evolution of artificial
structural plane under constant normal stiffness [J]. Journal of China Coal Society, 2023, 48(11): 4065–4077. DOI: 10.
13225/j.cnki.jccs.2022.1819.
[14] 刘峰. 动力扰动下岩体结构面力学特性及在露井联采工程中应用研究 [D]. 阜新: 辽宁工程技术大学, 2019. DOI:
10.27210/d.cnki.glnju.2019.000529.
LIU F. Mechanical characteristics of rock mass discontinuities under dynamic disturbance and application in open-
underground combined mining [D]. Fuxin: Liaoning Technical University, 2019. DOI: 10.27210/d.cnki.glnju.2019.000529.
[15] 孙广忠. 岩体结构力学 [M]. 北京: 科学出版社, 1988: 124–127.
SUN G Z. Structural mechanics of rock mass [M]. Beijing: Science Press, 1988: 124–127.
[16] 刘红岩, 吕淑然, 张力民. 基于组合模型法的贯通节理岩体动态损伤本构模型 [J]. 岩土工程学报, 2014, 36(10): 1814–
1821. DOI: 10.11779/CJGE201410008.
LIU H Y, LYU S R, ZHANG L M. Dynamic damage constitutive model for persistent jointed rock mass based on combination
model method [J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1814–1821. DOI: 10.11779/CJGE201410008.
[17] 李夕兵, 王卫华, 马春德. 不同频率载荷作用下的岩石节理本构模型 [J]. 岩石力学与工程学报, 2007, 26(2): 247–253.
DOI: 10.3321/j.issn:1000-6915.2007.02.004.
LI X B, WANG W H, MA C D. Constitutive model of rock joints under compression loads with different frequencies [J].
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 247–253. DOI: 10.3321/j.issn:1000-6915.2007.02.004.
[18] 邓建, 肖明, 谢冰冰, 等. 循环荷载下岩体结构面本构关系与积分算法研究 [J]. 岩土工程学报, 2017, 39(6): 1048–1057.
DOI: 10.11779/CJGE201706010.
DENG J, XIAO M, XIE B B, et al. Constitutive relation and integration algorithm for rock discontinuities under cyclic
loading [J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1048–1057. DOI: 10.11779/CJGE201706010.
[19] 夏才初, 金磊, 郭锐. 参数非线性理论流变力学模型研究进展及存在的问题 [J]. 岩石力学与工程学报, 2011, 30(3):
454–463.
XIA C C, JIN L, GUO R. Nonlinear theoretical rheological model for rock: a review and some problems [J]. Chinese Journal
of Rock Mechanics and Engineering, 2011, 30(3): 454–463.
[20] 虎积元, 盛冬发, 陈泰聪, 等. 岩石三维非线性黏弹塑性损伤蠕变模型研究 [J]. 河北工程大学学报 (自然科学版), 2024,
41(2): 36–42. DOI: 10.3969/j.issn.1673-9469.2024.02.006.
HU J Y, SHENG D F, CHEN T C, et al. Study on 3D nonlinear viscoelastic-plastic damage creep model of rock [J]. Journal of
Hebei University of Engineering (Natural Science Edition), 2024, 41(2): 36–42. DOI: 10.3969/j.issn.1673-9469.2024.02.006.
[21] 钱帅帅. 基于速率-状态依赖摩擦定律的断层亚失稳过程的连续-非连续方法模拟 [D]. 阜新: 辽宁工程技术大学, 2021.
DOI: 10.27210/d.cnki.glnju.2021.000146.
QIAN S S. Numerical simulation of the meta-instability stage of the fault based on the rate and state dependent friction law by
use of the continuum-discontinuum method [D]. Fuxin: Liaoning Technical University, 2021. DOI: 10.27210/d.cnki.glnju.
2021.000146.

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