Page 21 - 《振动工程学报》2026年第5期
P. 21

第 5 期           朱 彤,等:双向地震作用下可液化土层中隧道-邻近地上结构系统地震响应研究                                       1225

                  behaviour  of  circular  tunnels  accounting  for  above  ground  motions[J]. Modern Applied Science,2014,8(3):126.
                  structures  interaction  effects[J].  Soil  Dynamics  and  Earth-  [17]  WANG F F,JIANG X L,NIU J Y. The large-scale shaking
                  quake Engineering,2014,67:1-15.                   table model test of the shallow-bias tunnel with a small clear
              [8]  TSINIDIS  G.  Response  of  urban  single  and  twin  circular  distance[J].  Geotechnical  and  Geological  Engineering,
                  tunnels  subjected  to  transversal  ground  seismic  shaking[J].  2017,35(3):1093-1110.
                  Tunnelling and Underground Space Technology,2018,76:  [18]  ZHU T,HU J,ZHANG Z T,et al. Centrifuge shaking table
                  177-193.                                          tests on precast underground structure-superstructure system in
              [9]  QIU D P,WANG P S,REN W J,et al. Seismic responses  liquefiable  ground[J].  Journal  of  Geotechnical  and  Geoenvi-
                  and failure mechanism of the superstructure-integrated under-  ronmental Engineering,2021,147(8):04021055.
                  ground  structure  considering  the  seismic  aboveground-under-  [19]  WANG  R, ZHU  T, YU  J  K, et  al.  Influence  of  vertical
                  ground  interaction[J].  Soil  Dynamics  and  Earthquake  Engi-  ground motion on the seismic response of underground struc-
                  neering,2023,175:108259.                          tures and underground-aboveground structure systems in lique-
              [10]  ZHU  T, TANG  M  X, HUANG  J  G, et  al.  Dynamic  and  fiable ground[J]. Tunnelling and Underground Space Technol-
                  pseudo-static  analysis  of  shield  tunnels  in  liquefiable  ground  ogy,2022,122:104351.
                  with  nearby  aboveground  structures[J].  Soil  Dynamics  and  [20]  LIU  H  X, ZHANG  J  M, ZHANG  X  D, et  al.  Seismic
                  Earthquake Engineering,2025,196:109517.           performance of block-type quay walls with liquefiable calcare-
              [11]  于翔,钱七虎,赵跃堂,等. 地铁工程结构破坏的竖向地                      ous sand backfill[J]. Soil Dynamics and Earthquake Engineer-
                  震力影响分析     [J]. 解放军理工大学学报(自然科学版),                 ing,2020,132:106092.
                  2001(3):75-77.                                [21]  ZHANG  J  M, WANG  G.  Large  post-liquefaction  deforma-
                  YU Xiang, QIAN Qihu, ZHAO Yuetang,et al. Analysis of  tion  of  sand, part  I: physical  mechanism, constitutive
                  vertical  earthquake  influence  on  damage  to  subway  description  and  numerical  algorithm[J].  Acta  Geotechnica,
                  structures[J]. Journal of PLA University of Science and Tech-  2012,7(2):69-113.
                  nology (Natural Science Edition),2001(3):75-77.  [22]  WANG  R, ZHANG  J  M, WANG  G.  A  unified  plasticity
              [12]  LIU  H  B, SONG  E  X.  Seismic  response  of  large  under-  model for large post-liquefaction shear deformation of sand[J].
                  ground  structures  in  liquefiable  soils  subjected  to  horizontal  Computers and Geotechnics,2014,59:54-66.
                  and  vertical  earthquake  excitations[J].  Computers  and  [23]  ZHANG  J  M, WANG  R.  Large  post-liquefaction  deforma-
                  Geotechnics,2005,32(4):223-244.                   tion  of  sand: mechanisms  and  modeling  considering  water
              [13]  ZHANG Z M,BILOTTA E,YUAN Y,et al. Experimental  absorption in shearing and seismic wave conditions[J]. Under-
                  assessment  of  the  effect  of  vertical  earthquake  motion  on  ground Space,2024,18:3-64.
                  underground  metro  station[J].  Applied  Sciences, 2019,  [24]  朱彤,王睿,张建民. 盾构隧道在可液化场地中的地震响
                  9(23):5182.                                       应分析   [J]. 岩土工程学报,2019,41(增刊   1):57-60.
              [14]  SUN C,WANG Q. Dynamic response of underground struc-  ZHU Tong, WANG Rui, ZHANG Jianmin. Seismic response
                  ture  under  vertical  earthquake  action[J].  Applied  Mechanics  analysis of shield tunnels in liquefiable soils[J]. Chinese Jour-
                  and Materials,2011,105-107:1480-1483.             nal of Geotechnical Engineering,2019,41(Sup1):57-60.
              [15]  何伟,陈健云,温瑞智. 竖向地震动对软土地铁隧道地震                  [25]  CHEN  R  R, TAIEBAT  M, WANG  R, et  al.  Effects  of
                  响应影响分析     [J]. 四川大学学报(工程科学版),2010,               layered  liquefiable  deposits  on  the  seismic  response  of  an
                  42(5):271-276.                                    underground structure[J]. Soil Dynamics and Earthquake Engi-
                  HE Wei, CHEN Jianyun, WEN Ruizhi. Study on the influence  neering,2018,113:124-135.
                  of  the  vertical  seismic  wave  on  the  earthquake  response  of
                  tunnel in the soft soil[J]. Journal of Sichuan University (Engi-  第一作者:朱 彤(1994—),男,博士,高级工程师。
                  neering Science Edition),2010,42(5):271-276.          E-mail:zhutongt@163.com
              [16]  XIANG Z,JIANG S P,YI Y. Study on shaking table model  通信作者:王 睿(1987—),男,博士,研究员。
                  test scheme of tunnel subjected to near-fault pulse-like ground  E-mail:wangrui_05@mail.tsinghua.edu.cn
   16   17   18   19   20   21   22   23   24   25   26