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Abstract
Permanent displacement occurs in strike-slip faults due to stick-slip action, causing significant damage and distinct partitioning features in tunnels intersecting these faults. To elucidate the longitudinal and cross-sectional partitioned failure mechanism of tunnels and provide seismic design support for tunnels intersecting active faults, we investigated several seismic damage examples to summarize three tunnel failure modes: circumferential cracks, inclined cracks, and longitudinal cracks. The key influencing factors, such as fault type, intersection angle, fault dislocation, and tunnel stiffness, were identified and discussed. The results show the following. 1) The mechanical response and safety of tunnels are primarily influenced by fault type, while dip angle has a minimal impact; 2) Tunnels subject to left-lateral strike-slip faulting can be longitudinally divided into bending-compression-shear (L-BCS) and bending-compression (L-BC) zones, while those subject to right-lateral strike-slip faulting can be divided into bending-tension-shear (L-BTS) and bending-tension (L-BT) zones; 3) The range of the L-BCS and L-BTS zones is 1.4D–1.7D (D is the tunnel diameter), whereas the range of the L-BC and L-BT zones varies with key influencing factors; 4) The cross section of tunnels can be divided into eccentric-compression (C-EC) and eccentric-tension (C-ET) zones, which are susceptible to eccentric compression or eccentric tension failure. The C-EC and C-ET zones are approximately 5D away from the fault plane; 5) The C-EC zone of tunnels that traverse left-lateral strike-slip faults includes the left hance of the hanging wall, right hance of the footwall, tunnel crown, and tunnel invert, while the C-ET zone includes the left hance of the hanging wall and right hance of the footwall. In addition, the cross-sectional partitioning of a tunnel crossing a right-lateral strike-slip fault is symmetrical to that of a left-lateral fault.
Keywords
strike-slip faults
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stick-slip
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tunnel engineering
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partitioned failure mechanism
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mechanical response
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Heng-hong Yang, Ming-nian Wang, Xun Luo, Li Yu, Xiao Zhang, Lang-zhou Tang.
Longitudinal and cross-sectional partitioned failure mechanism of tunnels subjected to stick-slip action of strike-slip faults.
Journal of Central South University, 2024, 31(1): 250-271 DOI:10.1007/s11771-023-5482-6
| [1] |
KennerS J, SegallP. Postseismic deformation following the 1906 San Francisco earthquake [J]. Journal of Geophysical Research: Solid Earth B, 2000, 105(6): 13195-13209
|
| [2] |
WangW L, WangT T, SuJ J, et al. . Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake [J]. Tunnelling and Underground Space Technology, 2001, 16(3): 133-150
|
| [3] |
CuiG-Y, WangM-N, YuL, et al. . Study on the characteristics and mechanism of seismic damage for tunnel structures on fault rupture zone in Wenchuan seismic disastrous area [J]. China Civil Engineering Journal, 2013, 46(11): 122-147(in Chinese)
|
| [4] |
CuiG-Y, WuX-G, WangM-N, et al. . Earthquake damages and characteristics of highway tunnels in the 8.0-magnitude Wenchuan earthquake [J]. Modern Tunnelling Technology, 2017, 2(54): 9-16(in Chinese)
|
| [5] |
ZhangX-P, JiangY-J, SugimotoS. Seismic damage assessment of mountain tunnel: A case study on the Tawarayama tunnel due to the 2016 Kumamoto Earthquake [J]. Tunnelling and Underground Space Technology, 2018, 71: 138-148
|
| [6] |
ZhangW, LiM, JiY-P, et al. . Analysis and enlightenment of typical failure characteristics of tunnels caused by the Menyuan M6.9 earthquake in Qinghai Province [J]. China Earthquake Engineering Journal, 2022, 44(3): 661-669(in Chinese)
|
| [7] |
TianS-M, WuK-F, YuL, et al. . Key technology of anti-seismic for railway tunnels crossing active fault zone [J]. Tunnel construction, 2022, 42(8): 1351(in Chinese)
|
| [8] |
RojhaniM, MoradiM, GalandarzadehA, et al. . Centrifuge modeling of buried continuous pipelines subjected to reverse faulting [J]. Canadian Geotechnical Journal, 2012, 496659-670
|
| [9] |
SabaghM, GhalandarzadehA. Numerical modelings of continuous shallow tunnels subject to reverse faulting and its verification through a centrifuge [J]. Computers Geotechnics, 2020, 128: 103813
|
| [10] |
MiladZ, MasoudR, DanielD, et al. . Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting [J]. Transportation Geotechnics, 2020, 23100333
|
| [11] |
ZhongZ-L, WangZ, ZhaoM, et al. . Structural damage assessment of mountain tunnels in fault fracture zone subjected to multiple strike-slip fault movement [J]. Tunnelling and Underground Space Technology, 2020, 104103527
|
| [12] |
BaziarM H, NabizadehA, KhalafianN, et al. . Evaluation of reverse faulting effects on the mechanical response of tunnel lining using centrifuge tests and numerical analysis [J]. Géotechnique, 2020, 70(6): 490-502
|
| [13] |
KianiM, AkhlaghiT, GhalandarzadehA. Experimental modeling of segmental shallow tunnels in alluvial affected by normal faults [J]. Tunnelling and Underground Space Technology, 2016, 51108-119
|
| [14] |
KianiM, GhalandarzadehA, AkhlaghiT, et al. . Experimental evaluation of vulnerability for urban segmental tunnels subjected to normal surface faulting [J]. Soil Dynamics and Earthquake Engineering, 2016, 89: 28-37
|
| [15] |
SabaghM, GhalandarzadehA. Centrifugal modeling of continuous shallow tunnels at active normal faults intersection [J]. Transportation Geotechnics, 2020, 22: 100325
|
| [16] |
RoyN, SarkarR. A review of seismic damage of mountain tunnels and probable failure mechanisms [J]. Geotechnical and Geological Engineering, 2017, 35(1): 1-28
|
| [17] |
ZhangP-Z, DengQ-D, ZhangZ-Q, et al. . Active faults, earthquake hazards and associated geodynamic processes in continental China [J]. Scientia Sinica Terrae, 2013, 43(10): 1607-1620(in Chinese)
|
| [18] |
LiuX-Z, LiX-F, SangY-L, et al. . Experimental study on normal fault rupture propagation in loose strata and its impact on mountain tunnels [J]. Tunnelling and Underground Space Technology, 2015, 49417-425
|
| [19] |
AhmadiM, MoosaviM, JafariM K. Experimental investigation of reverse fault rupture propagation through wet granular soil [J]. Engineering Geology, 2018, 239: 229-240
|
| [20] |
CaiQ P, PengJ M, NgC W W, et al. . Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand [J]. Computers and Geotechnics, 2019, 111: 137-146
|
| [21] |
TaliN, LashkaripourG R, Hafezi MoghadasN, et al. . Centrifuge modeling of reverse fault rupture propagation through single-layered and stratified soil [J]. Engineering Geology, 2019, 249: 273-289
|
| [22] |
LiuX-Z, WangX-L, LinL-L. Model experiment on effect of normal fault with 75° dip angle stickslip dislocation on highway tunnel [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1714-1720(in Chinese)
|
| [23] |
WangQ, ChenG, GuoE-D, et al. . Nonlinear analysis of tunnels under reversed fault [J]. Indian Geotechnical Journal, 2017, 47(2): 132-136
|
| [24] |
LiuX-Z, WangX-L, LinL-L. Model experimental study on influence of normal fault with 60° dip angle stick-slip dislocation on mountain tunnel [J]. China Civil Engineering Journal, 2014, 47: 121-128(in Chinese)
|
| [25] |
AnS, TaoL-J, BianJ, et al. . Damage analysis on subway tunnel structure under effect of reverse fault dislocation [J]. Journal of Hunan University(Natural Sciences), 2020, 47(7): 147-156(in Chinese)
|
| [26] |
FanL, ChenJ-L, PengS-Q, et al. . Seismic response of tunnel under normal fault slips by shaking table test technique [J]. Journal of Central South University, 2020, 27(4): 1306-1319
|
| [27] |
QiaoY-F, TangJ, LiuG-Z, et al. . Longitudinal mechanical response of tunnels under active normal faulting [J]. Underground Space, 2022, 7(4): 662-679
|
| [28] |
ShenY S, WangZ Z, YuJ, et al. . Shaking table test on flexible joints of mountain tunnels passing through normal fault [J]. Tunnelling and Underground Space Technology, 2020, 98: 103299
|
| [29] |
ZhouG-X, ShengQ, CuiZ, et al. . Investigating the deformation and failure mechanism of a submarine tunnel with flexible joints subjected to strike-slip faults [J]. Journal of Marine Science and Engineering, 2021, 9(12): 1412
|
| [30] |
LI Hong. Numerical simulation of coseismic surface deformation and stick-slip dislocation process of strike-slip fault [D]. Institute of Geology, China Earthquake Administration, 2018. (in Chinese)
|
| [31] |
GregorT, GarrodB, YoungD. Analyses of underground structures crossing an active fault in Coronado, California [C]. Proceedings of the World Tunnel Congress 2007 and 33rd ITA/AITES Annual General Assembly, 2007, Berlin, Springer: 445-450
|
| [32] |
ZaheriM, RanjbarniaM, DiasD, et al. . Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting [J]. Transportation Geotechnics, 2020, 23100333
|
| [33] |
MaD, DuanH-Y, ZhangJ-X. Solid grain migration on hydraulic properties of fault rocks in underground mining tunnel: Radial seepage experiments and verification of permeability prediction [J]. Tunnelling and Underground Space Technology, 2022, 126104525
|
| [34] |
MaD, DuanH-Y, ZhangJ-X, et al. . A state-of-the-art review on rock seepage mechanism of water inrush disaster in coal mines [J]. International Journal of Coal Science & Technology, 2022, 9(1): 1-28
|
| [35] |
MaD, DuanH-Y, ZhangJ-X, et al. . Numerical simulation of water-silt inrush hazard of fault rock: A three-phase flow model [J]. Rock Mechanics and Rock Engineering, 2022, 55(8): 5163-5182
|
| [36] |
PrenticeC S, PontiD J. Coseismic deformation of the Wrights tunnel during the 1906 San Francisco earthquake: A key to understanding 1906 fault slip and 1989 surface ruptures in the southern Santa Cruz Mountains, California [J]. Journal of Geophysical Research B, 1997, 102635-648
|
| [37] |
OwenG, SchollREarthquake engineering of large underground structures [R], 1980, Washington DC, National Science Foundation
|
| [38] |
BlanchardF, LavertyG. Displacements in the Claremont Water Tunnel at the intersection with the Hayward fault [J]. Bulletin of the Smological Society of America, 1966, 56(2): 291-294
|
| [39] |
KONAGAI K. Key points for rational design for civil-infrastructures near seismic faults reflecting soil-structure interaction features [M]. Engineering, Geology, Environmental Science, 2007.
|
| [40] |
BäckblomG, MunierREffects of earthquakes on the deep repository for spent fuel in Sweden based on case studies and preliminary model results [R], 2002, Stockholm, Svensk Kärnbränslehantering AB
|
| [41] |
DalgiçS. Tunneling in squeezing rock, the bolu tunnel, Anatolian motorway, Turkey [J]. Engineering Geology, 2002, 67(1–2): 73-96
|
| [42] |
SainokiA, MitriH S. Effect of slip-weakening distance on selected seismic source parameters of mining-induced fault-slip [J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 73: 115-122
|
| [43] |
GB50010 2010. Code for design of concrete structures [S]. China Architecture &Building Press, 2010. (in Chinese)
|
| [44] |
ShiS-S. Shear strength, modulus of rigidity and Young’s modulus of concrete [J]. China Civil Engineering Journal, 1999, 2: 47-52(in Chinese)
|
| [45] |
WangT-Q, GengP, LiP-S, et al. . Deformation and failure of overburden soil subjected to normal fault dislocation and its impact on tunnel [J]. Engineering Failure Analysis, 2022, 142106747
|
| [46] |
WangQ, GengP, LiP-S, et al. . Failure analysis and dislocation-resistant design parameters of mining tunnel under normal faulting [J]. Engineering Failure Analysis, 2022, 143106902
|