沈阳理工大学学报 Journal of Shenyang Ligong University

参考文献

[1] 李海波，蒋会军，赵坚，等.动荷载作用下岩体工程安全的几个问题[J].岩石力学与工程学报，2003,22(11):1887-1891.LI H B,JIANG H J,ZHAO J,et al.Some problems about safty analysis of rock engeering under dynamic load[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1887-1891.(in Chinese)

[2] LI J C,MA G W.Analysis of blast wave interaction with a rock joint[J].Rock Mechanics and Rock Engineering,2010,43(6):777-787.

[3] FENG F,CHEN S J,ZHAO X D,et al.Effects of external dynamic disturbances and structural plane on rock fracturing around deep underground cavern[J].International Journal of Coal Science & Technology,2022,9(1):15.

[4] YE Z Y,XIE J H,LU R L,et al.Simulation of seismic dynamic response and post-failure behavior of jointed rock slope using explicit numerical manifold method[J].Rock Mechanics and Rock Engineering,2022,55(11):6921-6938.

[5] 许强，刘汉香，邹威，等.斜坡加速度动力响应特性的大型振动台试验研究[J].岩石力学与工程学报，2010,29(12):2420-2428.XU Q,LIU H X,ZOU W,et al.Large-scale shaking table test study of acceleration dynamic responses characteristics of slopes[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2420-2428.(in Chinese)

[6] SHEN H,LIU Y Q,LI H B,et al.Numerical evaluation of ground motion amplification of rock slopes under obliquely incident seismic waves[J].Soil Dynamics and Earthquake Engineering,2024,178:108488.

[7] LIU H F,LUO Y H,WANG Y S,et al.Influence of surface wave impedance ratios on the dynamic response and damage characteristics of slopes based on shaking table tests[J].Engineering Geology,2024,332:107452.

[8] 王思敬，张菊明.边坡岩体滑动稳定的动力学分析[J].地质科学，1982,17(2):162-170.WANG S J,ZHANG J M.On the dynamic stability of block sliding on rock slopes[J].Scientic Geologica Sinica,1982,17(2):162-170.(in Chinese)

[9] 黄润秋，李果，巨能攀.层状岩体斜坡强震动力响应的振动台试验[J].岩石力学与工程学报，2013,32(5):865-875.HUANG R Q,LI G,JU N P.Shaking table test on strong earthquake response of stratified rock slopes[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(5):865-875.(in Chinese)

[10] 祁生文，伍法权，孙进忠.边坡动力响应规律研究[J].中国科学E辑：技术科学，2003,33(S1):28-40.

[11] TAI D P,QI S W,ZHENG B W,et al.Effect of excitation frequency and joint density on the dynamic amplification effect of slope surface on jointed rock slopes[J].Engineering Geology,2024,330:107385.

[12] 陈明，卢文波，李鹏，等.岩质边坡爆破振动速度的高程放大效应研究[J].岩石力学与工程学报，2011,30(11):2189-2195.CHEN M,LU W B,LI P,et al.Elevation amplification effect of blasting vibration velocity in rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(11):2189-2195.(in Chinese)

[13] ZHANG S H,GAO W X,YE M B,et al.Dynamic response characteristics of a rock slope under blasting excavation[J].Bulletin of Engineering Geology and the Environment,2021,80(11):8453-8464.

[14] SUN X M,PANG S H,QIN K,et al.Analysis of blasting vibration signal of high steep anti-dip layered rock slope[J].Journal of Mountain Science,2022,19(11):3257-3269.

[15] LIU Y Q,LI H B,ZHAO J,et al.UDEC simulation for the dynamic response of a rock slope subject to explosions[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):474.

[16] LI Y P,FENG C,ZHANG Y M.Numerical analysis of directional rock blasting with continuous-discontinuous element method[J].KSCE Journal of Civil Engineering,2023,27(8):3591-3598.

[17] 柴少波，周涛，田威，等.考虑岩体应力的结构面中应力波传播特性分析[J].岩土力学，2022,43(S1):184-192.CHAI S B,ZHOU T,TIAN W,et al.Analysis of stress wave propagation through a rock structural plane considering rock mass stresses[J].Rock and Soil Mechanics,2022,43(S1):184-192.(in Chinese)

[18] CHAI L Z,CHAI S B,LI P,et al.Analysis of P-wave propagation in filled jointed rock mass with viscoelastic properties[J].Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2023,9(1):102.

[19] 邬爱清，丁秀丽，卢波，等.DDA方法块体稳定性验证及其在岩质边坡稳定性分析中的应用[J].岩石力学与工程学报，2008,27(4):664-672.WU A Q,DING X L,LU B,et al.Validation for rock block stability and its application to rock slope stability evaluation using DDA method[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(4):664-672.(in Chinese)

[20] 石崇，周家文，任强，等.单面边坡高程放大效应的射线理论解[J].河海大学学报(自然科学版),2008,36(2):238-241.SHI C,ZHOU J W,REN Q,et al.Ray theory solution of the elevation amplification effect on a single-free-face slope[J].Journal of Hohai University(Natural Sciences),2008,36(2):238-241.(in Chinese)

[21] 杨风威，李海波，齐三红，等.平面应力波在岩质边坡中的传播规律研究[J].岩石力学与工程学报，2015,34(S1):2623-2631.YANG F W,LI H B,QI S H,et al.Study of regularity of plane stress wave transmitting in rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(S1):2623-2631.(in Chinese)

[22] 柴少波，史杰辉，阿比尔的，等.P波入射含顺层结构面岩质边坡引起的振动[J].山东大学学报(工学版),2023,53(3):31-40.CHAI S B,SHI J H,ABI E,et al.Vibration caused by P-wave incident on a rock slope with a bedding structural plane[J].Journal of Shandong University(Engineering Science),2023,53(3):31-40.(in Chinese)

[23] CHAI S B,TIAN W,YU L Y,et al.Numerical study of ground vibrations caused by cylindrical wave propagation in a rock mass with a structural plane[J].Shock and Vibration,2020,2020:4681932.