[1] 权登州, 王毅红, 井彦林等.黄土地区地铁车站数值模型及测试位置研究[J].震灾防御技术, 2015, 10(1): 108-115
QUAN Dengzhou, WANG Yihong, JING Yanlin, et al. Numerical model and measuring position for subway stations in loess area [J]. Technology for Earthquake Disaster Prevention, 2015, 10(1): 108-115.
[2] 王志杰, 骆亚生, 杨永俊. 不同地区非饱和黄土动力结构性研究[J]. 岩土力学, 2010, 31(8): 2459-2464
WANG Zhijie,LUO Yasheng,YANG Yongjun. Study of dynamic structural characteristics of unsaturated loesses in different regions [J]. Rock and Soil Mechanics, 2010, 31(8): 2459-2464.
[3] Jafarzadeh F, Farahi Jahromi H, Abazari Torghabeh E. Investigating Dynamic Response of a Buried Pipeline in Sandy Soil Layer by 1G Shaking Table Test [J]. International Journal of Civil Engineering, 2010,8(2): 107-124.
[4] Amorosi A, Boldini D. Numerical modelling of the transverse dynamic behavior of circular tunnels in clayey soils [J]. Soil Dynamics and Earthquake Engineering, 2009,29(6): 1059- 1072.
[5] Azadi M, Mir Mohammad Hosseini S M. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds [J]. Tunnelling and Underground Space Technology, 2010, 25:543 -552.
[6] S.C.Chian. Effect of buried depth and diameter on uplift of underground structures in liquefied soils[J] Soil Dynamics and Earthquake Engineering, 2012(41):181– 190.
[7] 杨林德, 季倩倩, 郑永来, 等. 软土地铁车站结构的振动台试验[J]. 现代隧道技术, 2003, 40(1): 7-11.
Yang Linde, Ji Qianqian, Zheng Yonglai, et al. Shaking table test on metro station structures in soft soil[J]. Modern Tunnelling Technolog, 2003, 40(1): 7-11.
[8] Chen Guoxing, Wang Zhihua, Zuo Xi, et al. Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground [J]. Earthquake Engineering & Structural Dynamics,2013; 42:1489-1507.
[9] CHEN Guo-xing, CHEN Su, ZUO Xi, et al. Shaking-table tests and numerical simulations on a subway structure in soft soil[J]. Soil dynamic and earthquake engineering, 2015; 76:13-28.
[10] 陈国兴, 左熹, 王志华, 等. 近远场地震作用下液化地基上地铁车站结构动力损伤特性的振动台试验 [J].土木工程学报,2010,43(12):120-126.
CHEN Guoxing, ZUO Xi, WANG Zhi-hua, et al. Large scale shaking table test study of the dynamic damage behavior of subway station structures in liquefiable foundation under near-fault and far-field ground motions[J]. China Civil Engineering Journal , 2010,43(12):120-126.
[11] 刘晶波,刘祥庆,王宗纲,等土-结构动力相互作用系统离心机振动台模型试验[J]. 土木工程学报. 2010,43(11): 114-121.
LIU Jing-bo, LIU Xiang-qing, WANG Zong-gang, et al. Dynamic centrifuge model test of a soil-structure interaction system[J]. China Civil Engineering Journal , 2010,43(11): 114-121.
[12] 刘妮娜,门玉明. 地裂缝环境下的地铁隧道-地层地震动力相互作用研究[D]. 西安:长安大学,2010: 4-9.
LIU Nina, MEN Yuming. Study on the soil metro tunnels dynamic interactions in ground fissures area [D]. Xi'an China, Chang.anUniversity,2010: 4-9.
[13] Renjitha Mary Varghese., G.Madhavi Latha. Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sands [J]. Nat Hazards, 2014, 73:1337-1351.
[14] G. Lanzano, E. Bilotta, G. Russo, et al. Centrifuge modeling of seismic loading on tunnels in sand [J]. Geotechnical Testing Journal, 2012,35:1-16.
[15] 陈国兴,王志华,左熹等. 振动台试验叠层剪切型土箱的研制[J]. 岩土工程学报,2010,32 (1): 89-97.
CHEN Guoxing, WANG Zhihua, ZUO Xi. Development of laminar shear soil container for shaking table tests [J]. Chinese Journal of Geotechnical Engineering, 2010,32 (1): 89-97.