Abstract
Some of the largest and best-preserved Buddhist art treasure houses in the world, namely the Mogao Grottoes, are located at the northwest edge of the region of the Qinghai-Tibet plateau and are adjacent to the Altun and Qilian mountains, where the geotectonic activity is intense and large earthquakes have occurred. Future earthquakes are one of the major threats to the caves of the Mogao Grottoes; therefore, it is important that their dynamic performance is studied when an earthquake occurs. To understand the dynamic performance of the densely distributed caves under the effect of earthquakes, as well as the long-term stability of the Mogao Grottoes, the stress distribution, deformation characteristics, and peak-acceleration amplification factor were analysed under rare-earthquake conditions using a finite-difference element. The numerical study revealed that the most dangerous state of the caves is the initial time when an earthquake occurs. The obvious tensile stress concentration appeared at the top and the bottom of the caves of the middle floor; the main damage was caused by the shear failure towards the direction of the free face and not by the tensile failure. A large permanent horizontal displacement of the caves occurred after an earthquake, mostly at the densely distributed caves of the middle floor. The acceleration amplification effect of the middle-floor caves was significant; the Fourier amplitudes of the acceleration (which were monitored in all caves) were significantly magnified at the frequencies of 3 ~ 4 Hz and 7 ~ 9 Hz, whereas the Fourier amplitudes of the acceleration which were monitored in the middle-floor caves were almost amplified within the entire frequency range. Although the maximum stress was within the allowed limit and no tensile failure occurred, great permanent inhomogeneous horizontal displacements and large accelerations could have a negative effect on the stability of caves and the preservation of wall paintings. Moreover, it was assumed that the calculation results could serve as a type of guidance and as advice on the preventive protection of the Mogao Grottoes.
Similar content being viewed by others
References
Alielahi H, Adampira M (2016) Effect of twin-parallel tunnels on seismic ground response due to vertically in-plane waves. Int J Rock Mech Min Sci 85:67–83
ANSYS (2009) Ansys structural analysis guide: release 12.0. Ansys, Inc., Canonsburg, PA
Ardeshiri-Lajimi S, Yazdani M, Assadi Langroudi A (2015) Control of fault lay-out on seismic design of large underground caverns. Tunn Undergr Space Technol 50:305–316
Aydan O, Ohta Y, Genis M et al (2010) Response and stability of underground structures in rock mass during earthquakes. Rock Mech Rock Eng 43:857–875
Bourdeau C, Havenith HB (2008) Site effects modelling applied to the slope affected by the Suusamyr earthquake (Kyrgyzstan, 1992). Eng Geol 97(3–4):126–145
Cui Z, Sheng Q, Leng X et al (2015) Seismic response and stability of underground rock caverns: a case study of Baihetan underground cavern complex. J Chin Inst Eng 39(1):26–39
Cui Z, Sheng Q, Leng X (2016) Control effect of a large geological discontinuity on the seismic response and stability of underground rock caverns: a case study of the Baihetan #1 surge chamber. Rock Mech Rock Eng 49(6):2099–2114
Gioda G, Swoboda G (1999) Developments and applications of the numerical analysis of tunnels in continuous media. Int J Numer Anal Methods Geomech 23(13):1393–1405
Gischig VS, Eberhardt E, Moore JR et al (2015) On the seismic response of deep-seated rock slope instabilities—insights from numerical modeling. Eng Geol 193:1–18
Gorai S, Maity D (2019) Seismic response of concrete gravity dams under near field and far field ground motions. Eng Struct 196:109292
Guo Q, Wang X, Zhang H et al (2009) Damage and conservation of the high cliff on the Northern area of Dunhuang Mogao Grottoes, China. Landslides. 6(2):89–100
Guo Z, Chen W, Zhang J et al (2017) Hazard assessment of potentially dangerous bodies within a cliff based on the Fuzzy-AHP method: a case study of the Mogao Grottoes, China. Bull Eng Geol Environ 76:1009–1020
Itasca (2012) Fast Lagrangian analysis of continua in 3 dimension, version 5.0 user’s manual. Itasca Consulting Group, Inc., Minneapolis
Jibson RW (2011) Methods for assessing the stability of slopes during earthquakes—a retrospective. Eng Geol 122(1–2):43–50
Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Found Div 99(5):421–427
Kulhawy FH (1974) Finite element modeling criteria for underground openings in rock. Int J Rock Mech Min Sci 11(12):465–472
Lin K, Hung H, Yang J et al (2016) Seismic analysis of underground tunnels by the 2.5D finite/infinite element approach. Soil Dyn Earthq Eng 85:31–43
Liu K, Hao H, Li X (2017) Numerical analysis of the stability of abandoned cavities in bench blasting. Int J Rock Mech Min Sci 92:30–39
Lysmer J, Kuhlemeyer RL (1969) Finite dynamic model for infinite media. J Eng Mech Div ASCE 95:859–877
Ministry of Water Resources of the People’s Republic of China (2006) Design specification for stone masonry dam (SL25–2006). Published by Water Resources and Electric Power Press. (in Chinese)
Rabeti Moghadam M, Baziar MH (2016) Seismic ground motion amplification pattern induced by a subway tunnel: shaking table testing and numerical simulation. Soil Dyn Earthq Eng 83:81–97
Riveiro B, Caamano JC, Arias P et al (2011) Photogrammetric 3D modelling and mechanical analysis of masonry arches: an approach based on a discontinuous model of voussoirs. Autom Constr 20(4):380–388
Shi Y (1996) Effect of future earthquake on the Dunhuang Mogao Grottoes and their subsidiary buildings. Northwest Seismol J 18(3):42–47 (in Chinese)
Shi Y, Xu H, Wang X (2000) Seismic safety evaluation of Dunhuang Mogao Grottoes. Dunhuang Res. (1): 49-55. (in Chinese)
Shi Y, Fu C, Wang L (2006) Numerical simulation analysis of mechanism of seismic deformation damage of country rock of grottoes. Rock Soil Mech 27(4):543–548 (in Chinese)
Shi Y, Wang X, Qiu R et al (2009) Study on seismic stability of grottoes with gable roof under vertical seismic loads. World Earthq Eng 25(4):148–152 (in Chinese)
Sica S, Dello Russo A, Rotili F et al (2013) Ground motion amplification due to shallow cavities in nonlinear soils. Nat Hazards 71(3):1913–1935
Sun B, Peng N, Wang F (2012) Seismic dynamic response of No. 19 Grotto’s west side cave of Yungang Grottoes. J Southwest Jiaotong Univ 47(4):573–579 (in Chinese)
Svartsjaern M (2019) A prognosis methodology for underground infrastructure damage in sublevel cave mining. Rock Mech Rock Eng 52:247–263
Tan R, Li M, Xu P (2009) Numerical simulation of dynamic stability of slope rock mass under seismic loading. Chin J Rock Mech Eng 28(Supp.2):3986–3992 (in Chinese)
Tsesarsky M, Gal E, Machlav E (2013) 3-D global–local finite element analysis of shallow underground caverns in soft sedimentary rock. Int J Rock Mech Min Sci 57:89–99
Wang X, Cai M (2015) Influence of wavelength-to-excavation span ratio on ground motion around deep underground excavations. Tunn Undergr Space Technol 49:438–453
Wang X, Zhang M, Zhang H et al (2000) Engineering properties of surrounding rocks of Mogao Grottoes at Dunghuang. Chin J Rock Mech Eng 19(6):756–761 (in Chinese)
Yan C, Xu G (2006) Numerical simulation analysis on stability of vertically arranged underground chambers under dynamic load. J Cent South Univ (Sci Technol) 37(3):593–599 (in Chinese)
Yuan D, Shi Y, Wang X (2000) Feature of fracture-induced new activity in Dunhuang Mogao Grottoes region and its effect on caves. Dunhuang Res. (1): 56-64. (in Chinese)
Zhong X, Qiu R, Chen Y (2011) Research on seismic dynamic response of Yungang Grottoes. World Earthq Eng 27(4):37–43 (in Chinese)
Zhu W, Sui B, Li X et al (2008) A methodology for studying the high wall displacement of large scale underground cavern complexes and it’s applications. Tunn Undergr Space Technol 23(6):651–664
Zhuang H, Hu Z, Wang X et al (2015) Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling. Bull Earthq Eng 13(12):3645–3668
Acknowledgements
The authors want to thank all the members who give us lots of help and cooperation. The authors would like to acknowledge the anonymous reviewers for their critical comments and suggestions that improved the original manuscript.
Funding
This work is supported by the Fundamental Research Funds for the Central Universities (Grant No. 2020jbkyzy006) and the Major Science and Technology Program of Gansu Province (Grant No. 18ZD2FA001). The results of this work are based on the data collected in Dunhuang Academy and the field investigation is also supported by them.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Guo, Z., Chen, W., Zhang, J. et al. Seismic responses of the densely distributed caves of the Mogao Grottoes in China. Bull Eng Geol Environ 80, 1335–1349 (2021). https://doi.org/10.1007/s10064-020-02025-0
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10064-020-02025-0