隧道横穿主滑面系统“成灾模式–监测数据”双驱动地震损伤评价方法

doi:10.13722/j.cnki.jrme.2023.0700

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Abstract The mountain tunnel in the slope disease area of high intensity area is faced with the difficult problem of highly nonlinear，complex time-varying and multi-uncertainty earthquake response，which is difficult to be effectively dealt with by traditional analysis methods. The“model-data”dual-drive fusion is very important for efficient evaluation of lining damage behavior. In this paper，shaking table tests are carried out on the seismic damage and dynamic response characteristics of the tunnel crossing the main sliding surface，and the boundary effect of the vibration model and the evaluation method of the system dynamic characteristics are proposed. Based on the damage state of the model site soil，a“model-data”dual-drive fusion failure mode evaluation method based on marginal spectrum entropy is proposed combined with Hilbert-Huang transform(HHT) and information entropy theory. Based on EMD decomposition and HHT band energy spectrum，a“model-data”dual-drive fusion evaluation method for EMD energy damage index of lining is proposed. The rationality of the damage model evaluation method and EMD energy damage parameters is verified by testing the damage state of the site soil and lining after the earthquake. The results show that the overall failure mode of tunnel crossing sliding surface is the trailing edge settlement，the middle slip，and the leading-edge shear bulge. The slope failure process and slide surface location based on marginal spectrum entropy are basically consistent with the characteristics of slope failure process reproduced by shaking table test，which proves the reliability of the dual-drive fusion method. The HHT energy spectrum frequency of model site soil is mainly concentrated in 0–25 Hz. The peak time of HHT energy spectrum of lining(18.07 s) lags behind that of model site soil，and the instantaneous frequency of different characteristic parts is different. The distribution of the damage index is related to the spatial location of the lining characteristic parts，and the EMD energy damage index is more than 90% under the excitation strength of 0.4 g. Verified by the lining model，it shows that the damage location can be detected based on EMD energy damage index，and the damage degree can be roughly judged according to the sudden change of damage index. It provides a new perspective and paradigm to solve the problems of monitoring analysis and damage quantitative evaluation during tunnel construction and operation in slope disease section of high intensity area.

Key words： tunnel engineering tunnel crossing sliding surface earthquake action &ldquo disaster model-monitoring data&rdquo dual-drive information entropy theory Hilbert-Huang transform(HHT) damage assessment

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	Articles by authors
	PAI Lifang1
	2
	WU Honggang2
	3
	4
	LIANG Kexin5
	ZHOU Ping6

Cite this article:

PAI Lifang1,2,WU Honggang2, et al. Seismic damage assessment method of“disaster model-monitoring data”dual-drive for tunnel crossing main-sliding surface system[J]. , 2024, 43(S2): 3841-3860.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2023.0700 OR https://rockmech.whrsm.ac.cn/EN/Y2024/V43/IS2/3841

[1]	CHEN F L，LU S M，TSENG K T，et al. Assessment of renewable energy reserves in Taiwan[J]. Renewable and Sustainable Energy Reviews，2010，14(9)：2 511-2 528.
[2]	杨文辉. 南昆铁路柏子村1号隧道病害研究[J]. 铁道工程学报，2013，30(4)：86-91.(YANG Wenhui. Research on disease of Baizicun No.1 tunnel of Nanning—Kunming railway[J]. Journal of Railway Engineering，2013，30(4)：86-91.(in Chinese))
[3]	任旭华，束加庆，单治钢，等. 锦屏二级水电站隧洞群施工期地下水运移、影响及控制研究[J]. 岩石力学与工程学报，2009，28(增1)：2 891-2 897.(REN Xuhua，SHU Jiaqing，SHAN Zhigang，et al. Research on groundwater transport influence and control in tunnel group of Jinping II hydropower station during construction[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(Supp.1)： 2 891-2 897.(in Chinese))
[4]	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)：265-274.(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)：265-274.(in Chinese))
[5]	张鹏元. 公路隧道洞口滑坡分析与综合治理[J]. 中外公路，2018，38(1)：43-46.(ZHANG Pengyuan. Analysis and comprehensive treatment of highway tunnel portal landslide[J]. China and Foreign Highway，2018，38(1)：43-46.(in Chinese))
[6]	马惠民，吴红刚. 隧道-滑坡体系的研究进展和展望[J]. 地下空间与工程学报，2016，12(2)：522-530.(MA Huimin，WU Honggang. Progress and expectation of research on tunnel-landslide system[J]. Chinese Journal of Underground Space and Engineering，2016，12(2)：522-530.(in Chinese))
[7]	牌立芳. 高烈度地震区隧道下穿滑坡体系灾变演化机制与控制技术研究[博士学位论文][D]. 北京：中国铁道科学研究院，2022.(PAI Lifang. Research on catastrophic evolution mechanism and control technology of tunnel underpass landslide system in high intensity earthquake area[Ph. D. Thesis][D]. Beijing：China Academy of Railway Sciences，2022.(in Chinese))
[8]	BANDINI A，BERRY P，BOLDINI D. Tunnelling-induced landslides：The Val di Sambro tunnel case study[J]. Engineering Geology，2015，196：71-87.
[9]	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.
[10]	ZHANG X P，JIANG Y J，MAEGAWA K. Mountain tunnel under earthquake force：A review of possible causes of damages and restoration methods[J]. Journal of Rock Mechanics and Geotechnical Engineering，2020，12(2)：414-426.
[11]	曹小平. 强震作用下山岭隧道洞口段地震响应分析及减震措施研究[博士学位论文][D]. 兰州：兰州交通大学，2013.(CAO Xiaoping. Research on the dynamic response of portal section of mountain tunnel induced by intense earthquake and shock absorption measure[Ph. D. Thesis][D]. Lanzhou：Lanzhou Jiaotong University，2013.(in Chinese))
[12]	王秀英，刘维宁，张弥. 地下结构震害类型及机理研究[J]. 中国安全科学学报，2003，(11)：59-62.(WANG Xiuying，LIU Weining，ZHANG Mi. Study on the categorization and mechanism of seismic damage of underground structures[J]. China Safety Science Journal，2003，(11)：59-62.(in Chinese))
[13]	TAO L J，HOU S，ZHAO X，et al. 3-D shell analysis of structure in portal section of mountain tunnel under seismic SH wave action[J]. Tunnelling and Underground Space Technology，2015，46：116- 124.
[14]	隋伟，崔新壮，高智珺，等. 地震作用下隧道衬砌结构损伤规律研究[J]. 公路，2014，59(12)：226-231.(SUI Wei，CUI Xinzhuang，GAO Zhijun，et al. Research on damage regulations of tunnel lining structure under earthquake actions[J]. Highway，2014，59(12)： 226-231.(in Chinese))
[15]	KAWAMATA Y，NAKAYAMA M，TOWHATA I，et al. Dynamic behaviors of underground structures in E-Defense shaking experiments[J]. Soil Dynamics and Earthquake Engineering，2016，82：24-39.
[16]	CHEN S，TANG B Z，ZHAO K，et al. Seismic response of irregular underground structures under adverse soil conditions using shaking table tests[J]. Tunnelling and Underground Space Technology，2020，95：103145.
[17]	黄润秋，余嘉顺. 软弱夹层特性对地震波强度影响的模拟研究[J].工程地质学报，2003，11(3)：312-317.(HUANG Runqiu，YU Jiashun. Modelling of the effects of properties of a buried weak layer on seismic waves[J]. Journal of Engineering Geology，2003，11(3)：312-317.(in Chinese))
[18]	陈国兴，陈继华. 软弱土层的厚度及埋深对深厚软弱场地地震效应的影响[J]. 世界地震工程，2004，20(3)：66-73.(CHEN Guoxing，CHEN Jihua. The effect of depth and thickness of soft soil layer on earthquake response for deep soft sites[J]. World Earthquake Engineering，2004，20(3)：66-73.(in Chinese))
[19]	李伟华，赵成刚，杜楠馨. 软弱饱和土夹层对地铁车站地震响应的影响分析[J]. 岩土力学，2010，31(12)：3 958-3 963.(LI Weihua，ZHAO Chenggang，DU Nanxin. Analysis of effects of saturated soft interlayer on seismic responses of metro station[J]. Rock and Soil Mechanics，2010，31(12)：3 958-3 963.(in Chinese))
[20]	牌立芳，吴红刚. 地震作用隧道正交下穿滑坡体衬砌结构的动力响应试验研究[J]. 岩石力学与工程学报，2022，41(5)：979-994.(PAI Lifang，WU Honggang. Experimental study on dynamic response of tunnel lining structure orthogonal under-crossing a landslide under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(5)：979-994.(in Chinese))
[21]	ARGYROUDIS S，TSINIDIS G，GATTI F，et al. Effects of SSI and lining corrosion on the seismic vulnerability of shallow circular tunnels[J]. Soil Dynamics and Earthquake Engineering，2017，98：244-256.
[22]	YU H T，CHEN J T，BOBET A，et al. Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake[J]. Tunnelling and Underground Space Technology，2016，54：102- 116.
[23]	SHEN Y S，GAO B，YANG X M，et al. Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake[J]. Engineering Geology，2014，180： 85-98.
[24]	CHEN C H，WANG T T，JENG F S，et al. Mechanisms causing seismic damage of tunnels at different depths[J]. Tunnelling and Underground Space Technology，2012，28：31-40.
[25]	邓亮，郑欣. 基于损伤理论的隧道衬砌结构动力破坏模式研究[J]. 公路交通科技：应用技术版，2018，14(4)：213-216.(DENG Liang，ZHENG Xin. Research on dynamic failure mode of tunnel lining Structure based on damage theory[J]. Highway Transportation Science and Technology：Applied Technology，2018，14(4)：213-216.(in Chinese))
[26]	吴冬. 山岭隧道洞口段地震损伤反应特性与损伤评价方法研究[博士学位论文][D]. 成都：西南交通大学，2016.(WU Dong. Study on seismic response characteristic and damage evaluation method of tunnel portal[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2016.(in Chinese))
[27]	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.
[28]	WANG S N，LI J，LUO H，et al. Damage identification in underground tunnel structures with wavelet based residual force vector[J]. Engineering Structures，2019，178：506-520.
[29]	CHEN D，QIAN S. Joint time-frequency analysis：methods and applications[C]// NJ United States：Prentice-Hall，Inc. Division of Simon and Schuster One Lake Street Upper Saddle River，1996：156-202.
[30]	汪平，孟海利. 基于HHT方法对紧邻既有隧道爆破振动信号的分析[J]. 工程爆破，2018，24(6)：70-74.(WANG Ping，MENG Haili. Analysis of adjacent existing tunnel blasting vibration signal based on HHT method[J]. Engineering Blasting，2018，24(6)：70-74.(in Chinese))
[31]	陶连金，王沛霖，边金. 典型地铁车站结构振动台模型试验[J]. 北京工业大学学报，2006，32(9)：798-801.(TAO LianJin，WANG Peilin，BIAN Jin. A shaking table test method on the representative subway station structure[J]. Journal of Beijing University of Technology，2006，32(9)：798-801.(in Chinese))
[32]	姜忻良，徐炳伟，焦莹. 大型土-桩-复杂结构振动台模型试验研究[J]. 土木工程学报，2010，43(10)：98-105.(JIANG Xinliang，XU Bingwei，JIAO Ying. Analysis of shaking table test of large-scale soil-pile-complex structure interaction[J]. Chinese Journal of Civil Engineering，2010，43(10)：98-105.(in Chinese))
[33]	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.
[34]	中华人民共和国行业标准编写组. JTG 3370.1—2018公路隧道设计规范[M]. 北京：人民交通出版社，2018.( The Professional Standards Compilation Group of People?s Republic of China. JTG 3370.1—2018 Highway tunnel design code[M]. Beijing：People?s Communications Press，2018.(in Chinese))
[35]	工程地质手册编委会. 工程地质手册[M]. 5版. 北京：中国建筑工业出版社，2007：132-165.(ENGINEERING Geology Manual Editorial Board. Manual of Engineering Geology[M]. 5th ed. Beijing：China Architecture and Building Press，2007：132-165.(in Chinese))
[36]	牌立芳，吴红刚. 地震作用下立体交叉下穿隧道动力响应振动台试验研究[J]. 岩石力学与工程学报，2021，40(1)：88-100.(PAI Lifang，WU Honggang. Shaking table test study on dynamic responses of underpass tunnels under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(1)：88-100.(in Chinese))
[37]	ZLATANOVIC E，SESOV V，LUKIC D ?. Influence of a new-bored neighboring cavity on the seismic response of an existing tunnel under incident P‐and SV‐waves[J]. Earthquake Engineering and Structural Dynamics，2021，50(11)：2 980-3 014.
[38]	ANTONIOU M，NIKITAS N，ANASTASOPOULOS I，et al. Scaling laws for shaking table testing of reinforced concrete tunnels accounting for post-cracking lining response[J]. Tunnelling and Underground Space Technology，2020，101：103353.
[39]	ANAGNOS T，KIREMIDJIAN A S. A review of earthquake occurrence models for seismic hazard analysis[J]. Probabilistic Engineering Mechanics，1988，3(1)：3-11.
[40]	管英珺. 考虑多次地震作用的设计地震动确定方法研究[硕士学位论文][D]. 哈尔滨：中国地震局工程力学研究所，2015.(GUAN Yingjun. Research on determination methods of design ground motion considering multi-earthquake events[M. S. Thesis][D]. Haerbin：Institute of Engineering Mechanics，China Earthquake Administration，2015.(in Chinese))
[41]	CHEN S，ZHUANG H Y，QUAN D Z，et al. Shaking table test on the seismic response of large-scale subway station in a loess site：A case study[J]. Soil Dynamics and Earthquake Engineering，2019，123， 173-184.
[42]	胡双平，高志宏. 土-无柱大跨地铁车站结构地震响应分析[J]. 隧道建设：中英文，2020，40(3)：352-363.(HU Shuangping，GAO Zhihong. Seismic response analysis of soil-column-free large-span metro station structure[J]. Tunnel Construction，2020，40(3)：352-363.(in Chinese))
[43]	HIROE T，KREMPL E. The viscoelasticity theory based on overstress applied to the analysis of beams under monotonic and cyclic creep loading[J]. Nuclear Engineering and Design，1984，77(2)：139-148.
[44]	KAMPAS G，KNAPPETT J A，BROWN M J，et al. The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils[J]. Soil Dynamics and Earthquake Engineering，2019，117：122-137.
[45]	DONG E，AN L，LI Y H，et al. Hilbert spectrum analysis method of blast vibration signal based on HHT instantaneous phase optimization[J]. Applied Acoustics，2022，192：108732.
[46]	李龙起，何川，赵皓璆，等. 陡倾互层斜坡动力损伤能量特征识别方法研究[J]. 岩石力学与工程学报，2020，39(增2)：3 306-3 315. (LI Longqi，HE Chuan，ZHAO Haomiao，et al. Study on the characteristic identification method of dynamic damage energy of steeply inclined interbedded slopes[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(Supp.2)：3 306-3 315.(in Chinese))