[8] |
KONTOE S,ZDRAVKOVIC L,POTTS D,et al. Case study on seismic tunnel response[J]. Revue Canadienne De Géotechnique,2008,45(12):1 743-1 764.
|
[18] |
赖 杰,郑颖人,刘 云,等. 地震作用下双排抗滑桩支护边坡振动台试验研究[J]. 岩土工程学报,2014,36(4):680-686.(LAI Jie,ZHENG Yingren,LIU Yun,et al. Shaking table tests on double-row anti-slide piles of slopes under earthquakes[J]. Chinese Journal of Geotechnical Engineering,2014,36(4):680-686.(in Chinese))
|
[20] |
WU H G,PAI L F. Shaking table test for reinforcement of soil slope with multiple sliding surfaces by reinforced double-row anti-slide piles[J]. Journal of Mountain Science. 2022,19(5):1 419-1 436.
|
[26] |
SONG D Q,LIU X L,LI B,et al. Assessing the influence of a rapid water drawdown on the seismic response characteristics of a reservoir rock slope using time-frequency analysis[J]. Acta Geotechnica. 2020,16:1 281-1 302.
|
[28] |
BRADLEY BRENDON A. Correlation of arias intensity with amplitude,duration and cumulative intensity measures[J]. Soil Dynamics and Earthquake Engineering,2015,78:89-98.
|
[30] |
DOU H,BYRNE P M. Model studies of boundary effect on dynamic soil response[J]. Canadian Geotechnical Journal,1997,34(3):460-465.
|
[32] |
SHAW BRUCE E. Earthquake surface slip-length data is fit by constant stress drop and is useful for seismic hazard analysis[J]. Bulletin of the Seismological Society of America,2013,103(2A):876-893.
|
[36] |
LAI J,ZHENG Y,LIU Y,et al. Analysis of shaking table model test on embedded anti-slide piles under earthquake[J]. Electronic Journal of Geotechnical Engineering,2014,19:3 963-3 976.
|
[38] |
ZHANG J H,YUAN Y,BAO Z,et al. Shaking table tests on shaft-tunnel junction under longitudinal excitations[J]. Soil Dynamics and Earthquake Engineering,2020,132:106055.
|
[3] |
刘天翔,王忠福. 隧道正交穿越深厚滑坡体的相互影响分析与应对措施[J]. 岩土力学,2018,39(1):272-281.(LIU Tianxiang,WANG Zhongfu. Analysis of interaction when tunnel orthogonal crossing deep-seated landslide and the corresponding control measures[J]. Rock and Soil Mechanics,2018,39(1):272-281.(in Chinese))
|
[4] |
CHEN Z,ZHOU H F,YE F,et al. The characteristics,induced factors,and formation mechanism of the 2018 baige landslide in jinsha river, southwest china[J]. Catena,2021,203:105337.
|
[7] |
GUAN Z C,ZHOU Y,GOU X D,et al. The seismic responses and seismic properties of large section mountain tunnel based on shaking table tests[J]. Tunnelling and Underground Space Technology,2019,90:383-393.
|
[13] |
YAN X,YUAN J Y,YU H T,et al. Multi-point shaking table test design for long tunnels under non-uniform seismic loading[J]. Tunneling and Underground Space Technology,2016,59:114-126.
|
[14] |
WANG Z Z,JIANG Y J,ZHU C A,et al. Shaking table tests of tunnel linings in progressive states of damage[J]. Tunnelling and Underground Space Technology,2015,50:109-117.
|
[17] |
XIE Q,CAO Z L,SHI X K,et al. Model test of interaction between load-caused landslide and double-row anti-slide piles by transparent soil material[J]. Arabian Journal for Science and Engineering,2021,46(5):4 841-4 856.
|
[1] |
LIU W,YAN S X,HE S M. Landslide damage incurred to buildings: a case study of shenzhen landslide[J]. Engineering Geology,2018,247:69-83.
|
[11] |
SUN T C,YUE Z R,GAO B,et al. Model test study on the dynamic response of the portal section of two parallel tunnels in a seismically active area[J]. Tunnelling and Underground Space Technology,2011,26(2):391-397.
|
[21] |
PAI L F,WU H G,LEI H. Shaking table test of acceleration response of surrounding rock of the 3d cross tunnel under earthquake[J]. Journal of Vibration and Control,2023,29(1/2):37-50.
|
[23] |
SHI Z M,WANG Y Q,PENG M,et al. Characteristics of the landslide dams induced by the 2008 wenchuan earthquake and dynamic behavior analysis using large-scale shaking table tests[J]. Engineering Geology,2015,194:25-37.
|
[24] |
ZHANG Z L,WANG T,WU S R,et al. Seismic performance of loess-mudstone slope in tianshui-centrifuge model tests and numerical analysis[J]. Engineering Geology,2017,222:225-235.
|
[31] |
KOSTYUKOV N. A. Effect of the initial density of a substance on the conditions of oblique collision of shock waves[J]. Journal of Applied Mechanics and Technical Physics,1977,18(3):379-384.
|
[33] |
BAZIAR M H,DEHGHANI R. Evaluation of seismic mechanical response of tunnel linings using shaking table tests and numerical analyses[J]. Soil Dynamics and Earthquake Engineering,2021,147(3):106793.
|
[34] |
PAI L F,WU H G. Multi-attribute seismic data spectrum analysis of tunnel orthogonal underpass landslide shaking table test[J]. Soil Dynamics and Earthquake Engineering,2021,150:106889.
|
[37] |
SHINOZAKI T,IWATATE T,KOBAYASHI T,et al. Seismic response analysis of existing shield tunnelon neighboring construction[J]. Doboku Gakkai Ronbunshuu A,2007,29:842-849.
|
[40] |
CHEN J,JIANG L Z,LI J,et al. Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation[J]. Tunnelling and Underground Space Technology,2012,30:205-216.
|
[41] |
TOWHATA I. Seismic wave propagation in elastic soil with continuous variation of shear modulus in the vertical direction[J]. Journal of the Japanese Geotechnical Society Soils and Foundation,1996,36(1):61-72.
|
[44] |
HUANG J Q,ZHAO X,ZHAO M,et al. Effect of peak ground parameters on the nonlinear seismic response of long lined tunnels[J]. Tunnelling and Underground Space Technology,2020,95:103175.
|
[9] |
CHEN J,SHI X J,LI J. Shaking table test of utility tunnel under non-uniform earthquake wave excitation[J]. Soil Dynamics and Earthquake Engineering,2010,30(11):1 400-1 416.
|
[19] |
刘昌清,蒋楚生,梁 瑶,等. 高烈度地震区高边坡支挡结构振动台试验研究[J]. 岩石力学与工程学报,2014,33(2):418-422.(LIU Changqing,JIANG Chusheng,LIANG Yao,et al. Shake of shaking table test for high slope reinforcement structure on highly seismic region[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(2):418-422.(in Chinese))
|
[29] |
STAFFORD P J,PETTINGA B J R. New predictive equations for arias intensity from crustal earthquakes in new zealand[J]. Journal of Seismology,2009,13(1):31-52.
|
[39] |
LI C,YAO D,WANG Z,et al. Model test on rainfall-induced loess-mudstone interfacial landslides in qingshuihe,China[J]. Environmental Earth Sciences,2016,75(9):1-18.
|
[5] |
XU H,LI T B,XIA L,et al. Shaking table tests on seismic measures of a model mountain tunnel[J]. Tunnelling and Underground Space Technology,2016,60:197-209.
|
[25] |
SONG D Q,LIU X L,HUANG J,et al. Seismic cumulative failure effects on a reservoir bank slope with a complex geological structure considering plastic deformation characteristics using shaking table tests[J]. Engineering Geology,2021,286(3):106085
|
[35] |
BUCKINGHAM E. On physically similar systems;illustrations of the use of dimensional equations[J]. Physical Review,1914,4(4):345-376.
|
[22] |
LEI H,WU H G,LAI T W. Shaking table tests for seismic response of oblique overlapped tunnel[J]. Shock and Vibration,2021,https://doi. org/10.1155/2021/8816755.
|
[45] |
KUMAR R,KAUR M. Reflection and refraction of plane waves at the interface of an elastic solid and microstretch thermoelastic solid with microtemperatures[J]. Archive of Applied Mechanics,2014,84(4):571-590.
|
[42] |
CHANG S,HONG J Y,YUN S,et al. A study of the correlation between sinusoidal sweep and random vibration durability tests through specimen tests[J]. International Journal of Precision Engineering and Manufacturing,2016,17(12):1 665-1 671.
|
[10] |
SEVIM B. Nonlinear earthquake behaviour of highway tunnels[J]. Natural Hazards and Earth System Sciences,2011,11:2 755-2 763.
|
[16] |
MA X C,YANG X,LU M. Model test of cantilevered double-row anti-sliding piles in steeply slipping landslides[J]. Earth and Environmental Science,2020,570:62015.
|
[27] |
ARIAS A. Measure of earthquake intensity[M]. Cambridge:Massachusetts Institute of Technology Press,1970:38-83.
|
[43] |
CESCA S,GRIGOLI F. Full waveform seismological advances for microseismic monitoring[J]. Advances in Geophysics,2015,56: 169-228.
|
[2] |
CUI Y F,YAN Y,GUO J,et al. Landslide reconstruction using seismic signal characteristics and numerical simulations: case study of the 2017 “6•24”xinmo landslide[J]. Engineering Geology,2020,270:105582.
|
[6] |
高 峰,石玉成,严松宏,等. 隧道的两种减震措施研究[J]. 岩石力学与工程学报,2005,24(2):43-50.(GAO Feng,SHI Yucheng,YAN Songhong,et al. Study of two shock absorption measures in tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(2):43-50.(in Chinese))
|
[12] |
CHEN Z Y,SHEN H. Dynamic centrifuge tests on isolation mechanism of tunnels subjected to seismic shaking[J]. Tunnelling and Underground Space Technology,2014,42:67-77.
|
[15] |
SHEN Y J,WU Z J,XIANG Z L,et al. Physical test study on double-row long-short composite anti-sliding piles[J]. Geomechanics and Engineering,2017,13(4):621-640.
|