Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (4): 939-949.doi: 10.16285/j.rsm.2023.0606

• Fundamental Theory and Experimental Research •     Next Articles

Shaking table test on anti-seismic characteristics of NPR anchor cable support system for tunnel crossing faults

TAO Zhi-gang1, 2, FENG Yu-xiang1, 2, ZHAO Yi 1, 2, ZHANG Xiao-yu 1, 2, HE Man-chao1, 2, LEI Xiao-tian1, 2   

  1. 1. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China; 2. School of Mechanics and Civil Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
  • Received:2023-05-18 Accepted:2023-07-17 Online:2024-04-17 Published:2024-04-16
  • Supported by:
    This work was supported by the Key Special Project of National Natural Science Foundation of China (41941018) and the Innovation Fund Research Project of State Key Laboratory for Geomechanics and Deep Underground Engineering (SKLGDUEK202201).

Abstract: In order to study the energy absorption characteristics and dynamic response rule of constant resistance and large deformation with negative Poisson’s ratio (NPR) anchor cable under the action of earthquake, the physical model test on the tunnel passing through a fault supported by common anchor cable and NPR anchor cable was carried out by using the shaking table test. The dynamic response rule of tunnel structure under different surrounding rock conditions and supported by different anchor cables under the action of earthquake was compared and analyzed. The results show that the damage degree of tunnel structure supported by NPR cable is significantly improved compared with that supported by common cable under the same seismic wave. This suggests that NPR cable has good energy absorption characteristics and can provide effective support for tunnel structure under earthquake. By comparing and analyzing the time-history curves of axial force of common cable and NPR cable, it is evident that under the action of seismic waves, the common cable will break and the axial force will drop to zero, while the high constant resistance of NPR cable can continue to provide effective support. By analyzing the dynamic response of acceleration, strain and earth pressure at each measuring point of the tunnel structure, it can be seen that the dynamic response of the tunnel fault area is more obvious, and the tunnel structure fails in the sequence of arch spandrel→haunch→crown under the action of earthquake. This research achievement provides a theoretical reference for support strategies in tunnel engineering.

Key words: shaking table test, tunnel support, negative Poisson’s ratio (NPR) anchor cable, seismic response

CLC Number: 

  • TU 452
[1] WANG Tong, LIU Xian-feng, YUAN Sheng-yang, JIANG Guan-lu, HU Jin-shan, SHAO Zhu-jie, TIAN Shi-jun. Large-scale shaking table test on the seismic response of dip and anti-dip layered fractured structural slopes [J]. Rock and Soil Mechanics, 2024, 45(2): 489-501.
[2] FENG Hai-zhou, JIANG Guan-lu, HE Zi-lei, GUO Yu-feng, HU Jin-shan, LI Jie, YUAN Sheng-yang, . Dynamic response characteristics of tunnel portal slope reinforced by prestressed anchor sheet-pile wall [J]. Rock and Soil Mechanics, 2023, 44(S1): 50-62.
[3] WANG Zhi-ying, GUO Ming-zhu, ZENG Jin-yan, WANG Chen, LIU Huang. Experimental study on dynamic response of bedding rock slope with weak interlayer under earthquake [J]. Rock and Soil Mechanics, 2023, 44(9): 2566-2578.
[4] WANG Xiao-lei, LIU Li-teng, LIU Run, LIU Li-bo, DONG Lin, REN Hai. Shaking table test study on the influence of seismic history on liquefaction resistance of soils at different depths [J]. Rock and Soil Mechanics, 2023, 44(9): 2657-2666.
[5] WANG Yong-guang, LIANG Jian-wen, BA Zhen-ning, . A dynamic nonlinear constitutive model for soil based on modified damping and its implementation in Abaqus [J]. Rock and Soil Mechanics, 2023, 44(8): 2287-2296.
[6] SHEN Hui, LIU Ya-qun, LIU Bo, LI Hai-bo, . Numerical study on the amplification effect of rock slopes under oblique incidence of seismic waves [J]. Rock and Soil Mechanics, 2023, 44(7): 2129-2142.
[7] JIA Ke-min, XU Cheng-shun, DU Xiu-li, ZHANG Xiao-ling, SONG Ji, SU Zhuo-lin, . Mechanism of liquefaction-induced lateral spreading in liquefiable inclined sites [J]. Rock and Soil Mechanics, 2023, 44(6): 1837-1848.
[8] ZHU Sheng-dong, CHEN Guo-xing, CHEN Wei-yun, GAO Wen-sheng, LI Wen-biao, . Influence of soil secondary nonlinearity on 3D seismic responses of a pile-founded nuclear island structure [J]. Rock and Soil Mechanics, 2023, 44(5): 1501-1511.
[9] WANG Li-yan, JI Wen-wei, TAO Yun-xiang, TANG Yue, WANG Bing-hui, CAI Xiao-guang, ZHANG Lei, . Experimental study on seismic performances of geogrid striped-reinforced waste tire-faced retaining walls [J]. Rock and Soil Mechanics, 2023, 44(4): 931-940.
[10] ZHANG Cong, FENG Zhong-ju, WANG Fu-chun, KONG Yuan-yuan, WANG Xi-qing, MA Xiao-qian, . Shaking table test of dynamic response of a single pile under different thicknesses of soft soil layers in a strong earthquake area [J]. Rock and Soil Mechanics, 2023, 44(4): 1100-1110.
[11] YAN Zhi-xiao, LI Yu-run, WANG Dong-sheng, WANG Yong-zhi, . Centrifugal experimental study on seismic response of bridge pile group foundation in overlaying water sandy field [J]. Rock and Soil Mechanics, 2023, 44(3): 861-872.
[12] ZHENG Chang-jie, CUI Yi-qin, WU Chen, LUO Tong, LUAN Lu-bao, . Simplified analytical solution for horizontal seismic response of single piles to vertically incident S waves [J]. Rock and Soil Mechanics, 2023, 44(2): 327-336.
[13] XU Ming, YU Xiao-yue, ZHAO Yuan-ping, HU Jia-ju, ZHANG Xiao-ting. Analysis of seismic dynamic response and failure mode of bedding rock slope with laminated fractured structure [J]. Rock and Soil Mechanics, 2023, 44(2): 362-372.
[14] XIN Chun-lei, YANG Fei, FENG Wen-kai, LI Wen-hui, LIAO Jun. Shattering failure mechanism of step-like bedding rock slope under multi-stage earthquake excitations [J]. Rock and Soil Mechanics, 2023, 44(12): 3481-3494.
[15] ZHANG Zheng-zhe, JIA Ke-min, XU Cheng-shun, PAN Ru-jiang. Difference analysis of seismic responses of inclined liquefaction site-pile-structure system under near-field pulsed and non-pulsed ground motions [J]. Rock and Soil Mechanics, 2023, 44(12): 3629-3638.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .