1,559
Views
0
CrossRef citations to date
0
Altmetric
Article

Evaluating the dynamic response and failure process of a rock slope under pulse-like ground motions

ORCID Icon, ORCID Icon, , , , , & show all
Article: 2167613 | Received 17 Oct 2022, Accepted 09 Jan 2023, Published online: 09 Feb 2023

References

  • Adanur S, Altunişik AC, Bayraktar A, Akköse M. 2012. Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Nat Hazards. 64(1):593–614.
  • Assimaki D, Gazetas G, Kausel E. 2005. Effects of local soil conditions on the topographic aggravation of seismic motion: parametric investigation and recorded field evidence from the 1999 Athens earthquake. Bull Seismol Soc Am. 95(3):1059–1089.
  • Baker JW. 2007. Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am. 97(5):1486–1501.
  • Bao Y, Huang Y, Zhu C. 2021. Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests. Soil Dyn Earthq Eng. 149(May 2020):106869.
  • Buah PA, Zhang Y, He J, Xiang C, Bakah DAY. 2022. Study on the seismic response of slope under pulse-like ground motion. Int Geotech J Eng. 16(9):105–109.
  • Champion C, Liel A. 2012. The effect of near-fault directivity on building seismic collapse risk. Earthq Engng Struct Dyn. 41(10):1391–1409.
  • Chanerley AA, Alexander NA. 2010. Obtaining estimates of the low-frequency “fling”, instrument tilts and displacement timeseries using wavelet decomposition. Bull Earthq Eng. 8(2):231–255.
  • Chanerley AA, Alexander NA, Berrill J, Avery H, Halldorsson B, Sigbjornsson R. 2013. Concerning baseline errors in the form of acceleration transients when recovering displacements from strong motion records using the undecimated wavelet transform. Bull Seismol Soc Am. 103(1):283–295.
  • Chen Z, Song D. 2021. Numerical investigation of the recent Chenhecun landslide (Gansu, China) using the discrete element method. Nat Hazards. 105(1):717–733.
  • Chiou B, Darragh R, Gregor N, Silva W. 2008. NGA project strong-motion database. Earthq Spectra. 24(1):23–44.
  • Chowdhury I, Dasgupta SP. 2003. Computation of Rayleigh damping coefficients for large systems. Electron J Geotech Eng. vol. 8C:2–10.
  • Gao W, Wang X, Dai S, Chen D. 2016. Numerical study on stability of rock slope based on energy method. Adv Mater Sci Eng. 2016:1–10.
  • 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.
  • Zhang Y, Yu P, Zhao L, Cheng Q, Yuan R. 2015. A new energy-based pulse index for quantitative identification of near-fault pulse-like ground motions. Msc Thesis SWJTU - Chengdu (1), 3949.
  • He J, Fu H, Zhang Y, Wan A. 2022. The effect of surficial soil on the seismic response characteristics and failure pattern of step-like slopes. Soil Dyn Earthq Eng. 161(December 2021):107441.
  • He J, Qi S, Zhan Z, Guo S, Li C, Zheng B, Huang X, Zou Y, Yang G, Liang N. 2021. Seismic response characteristics and deformation evolution of the bedding rock slope using a large-scale shaking table. Landslides. 18(8):2835–2853.
  • Itasca Consulting Group. 2017. FLAC3D 6.0 Modelling. 405.
  • Jibson RW. 2011. Methods for assessing the stability of slopes during earthquakes - a retrospective. Eng Geol. 122(1–2):43–50.
  • Jibson RW, Rathje EM, Jibson MW, Lee YW. 2013. SLAMMER: Seismic LAndslide Movement Modeled using Earthquake Records. November 2014.
  • Kalkan E, Kunnath SK. 2006. Effects of fling step and forward directivity on seismic response of buildings. Earthq Spectra. 22(2):367–390.
  • Keeper DK. 1984. Geological Society of America Bulletin Landslides caused by earthquakes. Geol Soc Am. 4:406–421.
  • Khanbabazadeh H, Iyisan R, Ozaslan B. 2022. 2D seismic response of shallow sandy basins subjected to obliquely incident waves. Soil Dyn Earthq Eng. 153(November 2021):107080.
  • Kohrangi M, Vamvatsikos D, Bazzurro P. 2019. Pulse-like versus non-pulse-like ground motion records: spectral shape comparisons and record selection strategies. Earthqu Eng Struct Dyn. 48(1):46–64.
  • Li H, Liu Y, Liu L, Liu B, Xia X. 2019. Numerical evaluation of topographic effects on seismic response of single-faced rock slopes. Bull Eng Geol Environ. 78(3):1873–1891.
  • Ma Z, Liao H, Dang F, Cheng Y. 2021. Seismic slope stability and failure process analysis using explicit finite element method. Bull Eng Geol Environ. 80(2):1287–1301.
  • Mase LZ, Likitlersuang S, Tobita T. 2018. Non-linear site response analysis of soil sites in northern Thailand during the Mw 6.8 tarlay Earthquake. EJ. 22(3):291–303.
  • Mase LZ, Likitlersuang S, Tobita T. 2022. Verification of liquefaction potential during the strong earthquake at the border of Thailand-Myanmar. J Earthq Eng. 26(4):2023–2050.
  • Mase LZ, Likitlersuang S, Tobita T, Chaiprakaikeow S, Soralump S. 2020. Local site investigation of liquefied soils caused by earthquake in Northern Thailand. J Earthq Eng. 24(7):1181–1204.
  • Mavroeidis GP, Papageorgiou AS. 2010. Effect of fault rupture characteristics on near-fault strong ground motions. Bull Seismol Soc Am. 100(1):37–58.
  • Mavroeidis GP, Papageorgiou AS. 2003. A mathematical representation of near-fault ground motions. Bull Seismol Soc Am. 93(3):1099–1131.
  • Newmark NM. 1965. Effects of earthquakes on dams and embankments. Geotechnique. 15(2):139–160.
  • Nguyen TS, Likitlersuang S, Jotisankasa A. 2020. Stability analysis of vegetated residual soil slope in Thailand under rainfall conditions. Environ Geotech. 7(5):338–349.
  • Ongpaporn P, Jotisankasa A, Likitlersuang S. 2022. Geotechnical investigation and stability analysis of bio-engineered slope at Surat Thani Province in Southern Thailand. Bull Eng Geol Environ. 81:84.
  • Petchkaew P, Keawsawasvong S, Tanapalungkorn W, Likitlersuang S. 2021. 3D stability analysis of unsupported rectangular excavation under pseudo-static seismic body force. Geomech Geoeng. 0(0):1–18.
  • Qi S, He J, Zhan Z. 2022. A single surface slope effects on seismic response based on shaking table test and numerical simulation. Eng Geol. 306(June):106762.
  • Seismosoft. 2021. Seismosignal Software. Pavia, Italy. https://seismosoft.com/product/seismosignal/.
  • Somerville PG, Graves RW. 2003. Characterization of earthquake strong ground motion. Pure Appl Geophys. 160(10–11):1811–1828.
  • Somerville PG, Smith NF, Graves RW, Abrahamson NA. 1997. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol Res Lett. 68(1):199–222.
  • Song D, Chen Z, Dong L, Zhu W. 2021. Numerical investigation on dynamic response characteristics and deformation mechanism of a bedded rock mass slope subject to earthquake excitation. Appl Sci (Switzerland). 11(15):7068.
  • Standard for Engineering Classification of Rock Masses (GB 50218-94). 1994. General administration of quality supervision, inspection, and quarantine of the People’s Republic of China. (In Chinese).
  • Sun W, Yan S, Ma Q, Liang Q, Ou E, Cao X, Wang J, Luo X. 2021. Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test. Transp Geotech. 31(September):100659.
  • Tsai HY, Tsai CC, Chang WC. 2019. Slope unit-based approach for assessing regional seismic landslide displacement for deep and shallow failure. Eng Geol. 248(January 2018):124–139.
  • Tsai KC, Hsiao CP, Bruneau M. 2000. Overview of building damages in 921 Chi-Chi earthquake. Earthq Eng Eng Seismol. 2(1):93–108.
  • Velmurugan S, Mahabub Basha A, Vijayakumar M. 2019. Gabor wavelet multi-linear discriminant analysis for data extraction in ECG signals. Cluster Comput. 22(s6):14219–14229.
  • Wu Y, Ke Y, Chen Z, Liang S, Zhao H, Hong H. 2020. Application of alternating decision tree with AdaBoost and bagging ensembles for landslide susceptibility mapping. Catena. 187(November 2019):104396.
  • Xu C, Xu X, Yu G. 2013. Landslides triggered by slipping-fault-generated earthquake on a plateau: an example of the 14 April 2010, Ms 7.1, Yushu, China earthquake. Landslides. 10(4):421–431.
  • Yang B, Hou J, Liu Y, Zhou Z. 2021. Dynamic response and failure characteristics of slope with weak interlayer under action of near-fault ground motion. Shock Vib 2021:1–18.
  • Yin Y, Wang F, Sun P. 2009. Landslide hazards triggered by the 2008 Wenchuan earthquake, Sichuan, China. Landslides. 6(2):139–152.
  • Zhang J, Zhang M, Li M, Min Q, Shi B, Song L. 2020. Nonlinear dynamic response of a CC-RCC combined dam structure under oblique incidence of near-fault ground motions. Appl Sci (Switzerland). 10:3–15.
  • Zhang S, Wang G. 2013. Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams. Soil Dyn Earthq Eng. 53:217–229.
  • Zhang S, Wang G, Sa W. 2013. Damage evaluation of concrete gravity dams under mainshock-aftershock seismic sequences. Soil Dyn Earthq Eng. 50:16–27.
  • Zhang Yb, Xiang Cl, Chen Yl, Cheng Qg, Xiao L, Yu Pc, Chang Zw. 2019. Permanent displacement models of earthquake-induced landslides considering near-fault pulse-like ground motions. J Mt Sci. 16(6):1244–1257.
  • Zhao WS, Chen WZ. 2015. Effect of near-fault ground motions with long-period pulses on the tunnel. J Vibroeng. 17(2):841–858.
  • Zhou Z, Ren C, Xu G, Zhan H, Liu T. 2019. Dynamic failure mode and dynamic response of high slope using shaking table test. Shock Vib. 2019:1–19.
  • Zou D, Han H, Liu J, Yang D, Kong X. 2017. Seismic failure analysis for a high concrete face rockfill dam subjected to near-fault pulse-like ground motions. Soil Dyn Earthq Eng. 98(October 2016):235–243.