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Erschienen in: Bulletin of Engineering Geology and the Environment 2/2021

28.10.2020 | Original Paper

Characteristics of wave propagation through rock mass slopes with weak structural planes and their impacts on the seismic response characteristics of slopes: a case study in the middle reaches of Jinsha River

verfasst von: Danqing Song, Xiaoli Liu, Jin Huang, Enzhi Wang, Jianmin Zhang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2021

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Abstract

Time-frequency joint analysis was used to investigate the seismic response of rock slopes containing weak structural planes. Four three-dimensional finite element models containing infinite element boundaries were modelled: homogeneous slope, anti-dip slope, bedding slope, and block slope models. The material of the models was elastic material. The influence of the structural planes on the seismic responses of the slopes was systematically analyzed. The results of time-frequency joint analysis show that the structural planes impact the propagation characteristics of the waves and the dynamic amplification effect of the slopes. The wave propagation characteristics and peak ground acceleration distribution of the block slope model are more complex than those of the other models. The influence of structural planes on the amplification effect of the slopes is discussed. Additionally, according to frequency-domain analysis, structural planes have a small impact on the natural frequencies and the peak Fourier spectrum amplitude distribution of the slope but have a significant influence on its dynamic deformation characteristics. The natural frequencies of slopes can be obtained by using modal analysis and Fourier spectrum analysis. The relationships between the natural frequencies of the slopes and their dynamic deformation characteristics were analyzed; in particular, the impacts of low-order and high-order natural frequency on the deformation of the surficial slope were investigated. The applicability of the energy spectrum in the evaluation of the dynamic deformation characteristics of slopes was discussed. The effects of structural planes on the seismic failure mode of the slopes are identified according to the analyses of the dynamic responses of the slopes.
Literatur
Zurück zum Zitat Bettess P, Zienkiewicz OC (1977) Diffraction and refraction of surface waves using finite and infinite elements. Int J Numer Methods Eng 11(8):1271–1290 CrossRef Bettess P, Zienkiewicz OC (1977) Diffraction and refraction of surface waves using finite and infinite elements. Int J Numer Methods Eng 11(8):1271–1290 CrossRef
Zurück zum Zitat Cecconi M, Cencetti C, Melelli L, Pane V, Vecchietti A (2019) Non-dimensional analysis for rock slope plane failure in seismic (pseudostatic) conditions. Bull Eng Geol Environ 78(3):1955–1969 CrossRef Cecconi M, Cencetti C, Melelli L, Pane V, Vecchietti A (2019) Non-dimensional analysis for rock slope plane failure in seismic (pseudostatic) conditions. Bull Eng Geol Environ 78(3):1955–1969 CrossRef
Zurück zum Zitat Che A, Yang H, Wang B, Ge X (2016) Wave propagations through jointed rock masses and their effects on the stability of slopes. Eng Geol 201:45–56 CrossRef Che A, Yang H, Wang B, Ge X (2016) Wave propagations through jointed rock masses and their effects on the stability of slopes. Eng Geol 201:45–56 CrossRef
Zurück zum Zitat Chen Z, Song DQ, Hu C, Ke YT (2020) The September 16, 2017, Linjiabang landslide in Wanyuan County, China: preliminary investigation and emergency mitigation. Landslides 17(1):191–204 CrossRef Chen Z, Song DQ, Hu C, Ke YT (2020) The September 16, 2017, Linjiabang landslide in Wanyuan County, China: preliminary investigation and emergency mitigation. Landslides 17(1):191–204 CrossRef
Zurück zum Zitat Du H, Song D, Chen Z, Shu H, Guo Z (2020) Prediction model oriented for landslide displacement with step-like curve by applying ensemble empirical mode decomposition and the PSO-ELM method. J Clean Prod 270:122248 CrossRef Du H, Song D, Chen Z, Shu H, Guo Z (2020) Prediction model oriented for landslide displacement with step-like curve by applying ensemble empirical mode decomposition and the PSO-ELM method. J Clean Prod 270:122248 CrossRef
Zurück zum Zitat Fan G, Zhang J, Wu J, Yan K (2016) Dynamic response and dynamic failure mode of a weak intercalated rock slope using a shaking table. Rock Mech Rock Eng 49(8):3243–3256 CrossRef Fan G, Zhang J, Wu J, Yan K (2016) Dynamic response and dynamic failure mode of a weak intercalated rock slope using a shaking table. Rock Mech Rock Eng 49(8):3243–3256 CrossRef
Zurück zum Zitat Fan G, Zhang LM, Zhang JJ, Yang CW (2017) Time-frequency analysis of instantaneous seismic safety of bedding rock slopes. Soil Dyn Earthq Eng 94:92–101 CrossRef Fan G, Zhang LM, Zhang JJ, Yang CW (2017) Time-frequency analysis of instantaneous seismic safety of bedding rock slopes. Soil Dyn Earthq Eng 94:92–101 CrossRef
Zurück zum Zitat Gischig VS, Eberhardt E, Moore JR, Hungr O (2015) On the seismic response of deep-seated rock slope instabilities-insights from numerical modeling. Eng Geol 193:1–18 CrossRef Gischig VS, Eberhardt E, Moore JR, Hungr O (2015) On the seismic response of deep-seated rock slope instabilities-insights from numerical modeling. Eng Geol 193:1–18 CrossRef
Zurück zum Zitat Goodman RE (1976) Toppling of rock slopes. In Proc Speciality Conference on Rock Engineering for Foundation and Slopes 201–234 Goodman RE (1976) Toppling of rock slopes. In Proc Speciality Conference on Rock Engineering for Foundation and Slopes 201–234
Zurück zum Zitat Goodman RE, Boyle W (1987) Non-linear analysis for calculating the support of a rock block with dilatant joint faces. Comput Geotech 3(1):62 CrossRef Goodman RE, Boyle W (1987) Non-linear analysis for calculating the support of a rock block with dilatant joint faces. Comput Geotech 3(1):62 CrossRef
Zurück zum Zitat He GH, Wang EZ, Liu XL (2016) Modified governing equation and numerical simulation of seepage flow in a single fracture with three-dimensional roughness. Arab J Geosci 9:81 CrossRef He GH, Wang EZ, Liu XL (2016) Modified governing equation and numerical simulation of seepage flow in a single fracture with three-dimensional roughness. Arab J Geosci 9:81 CrossRef
Zurück zum Zitat He J, Qi S, Wang Y, Saroglou C (2020) Seismic response of the Lengzhuguan slope caused by topographic and geological effects. Eng Geol 265:105431 CrossRef He J, Qi S, Wang Y, Saroglou C (2020) Seismic response of the Lengzhuguan slope caused by topographic and geological effects. Eng Geol 265:105431 CrossRef
Zurück zum Zitat Huang NE, Shen Z, Long SR et al (1998) The empirical mode decomposition and Hilbert spectrum for nonlinear and non-stationary time series analysis. Proc R Soc A Math Phys Eng Sci 454:903–995 CrossRef Huang NE, Shen Z, Long SR et al (1998) The empirical mode decomposition and Hilbert spectrum for nonlinear and non-stationary time series analysis. Proc R Soc A Math Phys Eng Sci 454:903–995 CrossRef
Zurück zum Zitat Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Foundations Div 99(5):421–427 Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Foundations Div 99(5):421–427
Zurück zum Zitat Kumar R, Kaur M (2014) Reflection and refraction of plane waves at the interface of an elastic solid and microstretch thermoelastic solid with microtemperatures. Arch Appl Mech 84(4):571–590 CrossRef Kumar R, Kaur M (2014) Reflection and refraction of plane waves at the interface of an elastic solid and microstretch thermoelastic solid with microtemperatures. Arch Appl Mech 84(4):571–590 CrossRef
Zurück zum Zitat Lenti L, Martino S (2012) The interaction of seismic waves with step-like slopes and its influence on landslide movements. Eng Geol 126:19–36 CrossRef Lenti L, Martino S (2012) The interaction of seismic waves with step-like slopes and its influence on landslide movements. Eng Geol 126:19–36 CrossRef
Zurück zum Zitat Li HH, Lin CH, Zu W et al (2018) Dynamic response of a dip slope with multi-slip planes revealed by shaking table tests. Landslides 15(9):1731–1743 CrossRef Li HH, Lin CH, Zu W et al (2018) Dynamic response of a dip slope with multi-slip planes revealed by shaking table tests. Landslides 15(9):1731–1743 CrossRef
Zurück zum Zitat Li HB, Liu YQ, Liu LB, Liu B, Xia X (2019a) Numerical evaluation of topographic effects on seismic response of single-faced rock slopes. Bull Eng Geol Environ 78(3):1873–1891 CrossRef Li HB, Liu YQ, Liu LB, Liu B, Xia X (2019a) Numerical evaluation of topographic effects on seismic response of single-faced rock slopes. Bull Eng Geol Environ 78(3):1873–1891 CrossRef
Zurück zum Zitat Li LQ, Ju NP, Zhang S, Deng XX (2019b) Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes. Bull Eng Geol Environ 78(1):519–531 CrossRef Li LQ, Ju NP, Zhang S, Deng XX (2019b) Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes. Bull Eng Geol Environ 78(1):519–531 CrossRef
Zurück zum Zitat Lin P, Liu XL, Hu SY, Li PJ (2016) Large deformation analysis of a high steep slope relating to the Laxiwa Reservoir, China. Rock Mech Rock Eng 49:2253–2276 CrossRef Lin P, Liu XL, Hu SY, Li PJ (2016) Large deformation analysis of a high steep slope relating to the Laxiwa Reservoir, China. Rock Mech Rock Eng 49:2253–2276 CrossRef
Zurück zum Zitat Liu XL, Wang SJ, Wang EZ, Fan YY (2008) Representation method of fractured rock mass and its hydraulic properties study. Chin J Rock Mech Eng 27(9):1814–1821 Liu XL, Wang SJ, Wang EZ, Fan YY (2008) Representation method of fractured rock mass and its hydraulic properties study. Chin J Rock Mech Eng 27(9):1814–1821
Zurück zum Zitat Liu X, Han G, Wang E, Wang S, Nawnit K (2018a) Multiscale hierarchical analysis of rock mass and prediction of its mechanical and hydraulic properties. J Rock Mech Geotech Eng 10:694–702 CrossRef Liu X, Han G, Wang E, Wang S, Nawnit K (2018a) Multiscale hierarchical analysis of rock mass and prediction of its mechanical and hydraulic properties. J Rock Mech Geotech Eng 10:694–702 CrossRef
Zurück zum Zitat Liu X, Liu Y, He C, Li X (2018b) Dynamic stability analysis of the bedding rock slope considering the vibration deterioration effect of the structural plane. Bull Eng Geol Environ 77(1):87–103 CrossRef Liu X, Liu Y, He C, Li X (2018b) Dynamic stability analysis of the bedding rock slope considering the vibration deterioration effect of the structural plane. Bull Eng Geol Environ 77(1):87–103 CrossRef
Zurück zum Zitat Liu C, Liu XL, Peng XC, Wang EZ, Wang SJ (2019) Application of 3D-DDA integrated with unmanned aerial vehicle–laser scanner (UAV-LS) photogrammetry for stability analysis of a blocky rock mass slope. Landslides 16(9):1645–1661 CrossRef Liu C, Liu XL, Peng XC, Wang EZ, Wang SJ (2019) Application of 3D-DDA integrated with unmanned aerial vehicle–laser scanner (UAV-LS) photogrammetry for stability analysis of a blocky rock mass slope. Landslides 16(9):1645–1661 CrossRef
Zurück zum Zitat Liu GW, Song DQ, Chen Z, Yang JW (2020a) Dynamic response characteristics and failure mechanisms of coal slopes with weak intercalated layers under blasting loads. Adv Civ Eng:5412795 Liu GW, Song DQ, Chen Z, Yang JW (2020a) Dynamic response characteristics and failure mechanisms of coal slopes with weak intercalated layers under blasting loads. Adv Civ Eng:5412795
Zurück zum Zitat Liu X, Ma J, Tang H, Zhang S, Huang L, Zhang J (2020) A novel dynamic impact pressure model of debris flows and its application on reliability analysis of the rock mass surrounding tunnels. Eng Geol 273:105694 CrossRef Liu X, Ma J, Tang H, Zhang S, Huang L, Zhang J (2020) A novel dynamic impact pressure model of debris flows and its application on reliability analysis of the rock mass surrounding tunnels. Eng Geol 273:105694 CrossRef
Zurück zum Zitat Ma GC, Sawada K, Yashima A, Saito H (2015) Experimental study of the applicability of the remotely positioned laser Doppler vibrometer to rock-block stability assessment. Rock Mech Rock Eng 48(2):787–802 CrossRef Ma GC, Sawada K, Yashima A, Saito H (2015) Experimental study of the applicability of the remotely positioned laser Doppler vibrometer to rock-block stability assessment. Rock Mech Rock Eng 48(2):787–802 CrossRef
Zurück zum Zitat Song D, Che A, Chen Z, Ge X (2018a) Seismic stability of a rock slope with discontinuities under rapid water drawdown and earthquakes in large-scale shaking table tests. Eng Geol 245:153–168 CrossRef Song D, Che A, Chen Z, Ge X (2018a) Seismic stability of a rock slope with discontinuities under rapid water drawdown and earthquakes in large-scale shaking table tests. Eng Geol 245:153–168 CrossRef
Zurück zum Zitat Song D, Che A, Zhu R, Ge X (2018b) Dynamic response characteristics of a rock slope with discontinuous joints under the combined action of earthquakes and rapid water drawdown. Landslides 15(6):1109–1125 CrossRef Song D, Che A, Zhu R, Ge X (2018b) Dynamic response characteristics of a rock slope with discontinuous joints under the combined action of earthquakes and rapid water drawdown. Landslides 15(6):1109–1125 CrossRef
Zurück zum Zitat Song D, Che A, Zhu R, Ge X (2019) Natural frequency characteristics of rock masses containing a complex geological structure and their effects on the dynamic stability of slopes. Rock Mech Rock Eng 52(11):4457–4473 CrossRef Song D, Che A, Zhu R, Ge X (2019) Natural frequency characteristics of rock masses containing a complex geological structure and their effects on the dynamic stability of slopes. Rock Mech Rock Eng 52(11):4457–4473 CrossRef
Zurück zum Zitat Song D, Chen Z, Hu C, Ke Y, Nie W (2020a) Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method. Soil Dyn Earthq Eng 133:106112 CrossRef Song D, Chen Z, Hu C, Ke Y, Nie W (2020a) Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method. Soil Dyn Earthq Eng 133:106112 CrossRef
Zurück zum Zitat Song D, Chen Z, Ke Y, Nie W (2020b) Seismic response analysis of a bedding rock slope based on the time-frequency joint analysis method: a case study from the middle reach of the Jinsha River, China. Eng Geol 274:105731 CrossRef Song D, Chen Z, Ke Y, Nie W (2020b) Seismic response analysis of a bedding rock slope based on the time-frequency joint analysis method: a case study from the middle reach of the Jinsha River, China. Eng Geol 274:105731 CrossRef
Zurück zum Zitat Sun H, Liu XL, Zhu JB (2019) Correlational fractal characterization of stress and acoustic emission during coal and rock failure under multilevel dynamic loadings. Int J Rock Mech Min Sci 117:1–10 CrossRef Sun H, Liu XL, Zhu JB (2019) Correlational fractal characterization of stress and acoustic emission during coal and rock failure under multilevel dynamic loadings. Int J Rock Mech Min Sci 117:1–10 CrossRef
Zurück zum Zitat Tang HM, Liu X, Hu XL, Griffiths DV (2015) Evaluation of landslide mechanisms characterized by high-speed mass ejection and long-run-out based on events following the Wenchuan earthquake. Eng Geol 194:12–24 CrossRef Tang HM, Liu X, Hu XL, Griffiths DV (2015) Evaluation of landslide mechanisms characterized by high-speed mass ejection and long-run-out based on events following the Wenchuan earthquake. Eng Geol 194:12–24 CrossRef
Zurück zum Zitat Wang Q (2010) Study on the deformation characteristics and failure mechanism of bedding rock slope under earthquake, PhD thesis, Jinlin University, Changchun, China Wang Q (2010) Study on the deformation characteristics and failure mechanism of bedding rock slope under earthquake, PhD thesis, Jinlin University, Changchun, China
Zurück zum Zitat Wei X, Chen N, Cheng Q, He N, Deng M, Tanoli J (2014) Long-term activity of earthquake-induced landslides: a case study from Qionghai Lake Basin, Southwest of China. J Mt Sci 11(3):607–624 CrossRef Wei X, Chen N, Cheng Q, He N, Deng M, Tanoli J (2014) Long-term activity of earthquake-induced landslides: a case study from Qionghai Lake Basin, Southwest of China. J Mt Sci 11(3):607–624 CrossRef
Zurück zum Zitat Yang C, Zhang J, Bi J (2015) Application of Hilbert-Huang transform to the analysis of the landslides triggered by the Wenchuan earthquake. J Mt Sci 12(3):711–720 CrossRef Yang C, Zhang J, Bi J (2015) Application of Hilbert-Huang transform to the analysis of the landslides triggered by the Wenchuan earthquake. J Mt Sci 12(3):711–720 CrossRef
Zurück zum Zitat Yong R, Ye J, Li B, Du SG (2018) Determining the maximum sampling interval in rock joint roughness measurements using Fourier series. Int J Rock Mech Min Sci 101:78–88 CrossRef Yong R, Ye J, Li B, Du SG (2018) Determining the maximum sampling interval in rock joint roughness measurements using Fourier series. Int J Rock Mech Min Sci 101:78–88 CrossRef
Zurück zum Zitat Yu Y, Wang EZ, Zhong JW, Liu XL, Li PH, Shi M, Zhang ZG (2014) Stability analysis of abutment slopes based on long-term monitoring and numerical simulation. Eng Geol 183:159–169 CrossRef Yu Y, Wang EZ, Zhong JW, Liu XL, Li PH, Shi M, Zhang ZG (2014) Stability analysis of abutment slopes based on long-term monitoring and numerical simulation. Eng Geol 183:159–169 CrossRef
Zurück zum Zitat Zhang ZL, Wang T, Wu SR, Tang HM, Liang CY (2017) Seismic performance of loess-mudstone slope by centrifuge tests. Bull Eng Geol Environ 76(2):671–679 CrossRef Zhang ZL, Wang T, Wu SR, Tang HM, Liang CY (2017) Seismic performance of loess-mudstone slope by centrifuge tests. Bull Eng Geol Environ 76(2):671–679 CrossRef
Zurück zum Zitat Zhang CL, Jiang GL, Su LJ, Lei D, Liu WM, Wang ZM (2020) Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study. Bull Eng Geol Environ 79(3):1429–1447 CrossRef Zhang CL, Jiang GL, Su LJ, Lei D, Liu WM, Wang ZM (2020) Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study. Bull Eng Geol Environ 79(3):1429–1447 CrossRef
Metadaten
Titel
Characteristics of wave propagation through rock mass slopes with weak structural planes and their impacts on the seismic response characteristics of slopes: a case study in the middle reaches of Jinsha River
verfasst von
Danqing Song
Xiaoli Liu
Jin Huang
Enzhi Wang
Jianmin Zhang
Publikationsdatum
28.10.2020
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 2/2021
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-020-02008-1

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