ANALYSIS OF INFLUENCING FACTORS ON SEISMIC RESPONSES OF TUNNEL-SOIL-GROUND STRUCTURE INTERACTION SYSTEM
WANG Guobo1,WANG Yaxi1,CHEN Bin3,YU Yanli2
(1. Hubei Key Laboratory of Roadway Bridge and Structure Engineer,Wuhan University of Technology,Wuhan 430070,China;
2. School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;
3. Ningbo Rail Transit Project Construction Headquarter,Ningbo 315012,China)
Abstract:More and more crossing projections will appear with the further development and utilization of urban limited underground resources. In order to discuss the mutual influence between underground structure and above structure seismic responses,a tunnel-soil-adjacent frame structure computation model was established and the key influence factors on system seismic responses were studied systematically,which include:tunnel depth and radius,the character of layered soil,the ratio of frame height to width,the distance between frame structure and tunnel center,the characteristics of input seismic waves. The computation results show that:(1) The existence of tunnel almost have no influence on system natural frequencies,while frame structure has a significant influence on system frequency character. (2) The main influence of tunnel on frame structure is come from tunnel radius because the bigger tunnel size can break the propagation of seismic wave and some degree of shock absorption can be achieved. (3) The influence of frame structure on tunnel seismic response is insignificant because the frame structure considered in the paper is too light;(4) The characteristics of input seismic waves have a significant influence on system seismic response because the frequency contents and frequencies of frame structure itself. (5) System seismic responses were influenced greatly under multi-layer soil and one-layer soil because soil stiffness was changed under different soil models. The research results can provide references for preliminary determine the mutual influence on their seismic responses qualitatively.
梁建文,张 季,巴振宁. 层状半空间中洞室群对地震动的时域放大作用[J]. 土木工程学报,2012,45(增1):152-157.(IANG Jianwen,ZHANG Ji,BA Zhenning. Time-domain amplification of seismic ground motion by group cavities in layered half-space[J]. China Civil Engineering Journal,2012,45(Supp. 1):152-157.(in Chinese))
Your browse does not support frame! " target="_blank">
[2]
PAIS A,KAUSEL E. Effect of underground tunnel on seismic motions in Mexico City[R]. Cambridge,Mass.:Dept. of Civil Engineering,Massachusetts Institute of Technology,R89-07,1989.
Your browse does not support frame! " target="_blank">
[3]
SMERZINI1 C,AVILES J,PAOLUCCI R,et al. Effect of underground cavities on surface earthquake ground motion under SH wave propagation. Earthquake Engineering and Structure Dynamics,2009,38(12):1 441-1 460.
Your browse does not support frame! " target="_blank">
[4]
梁建文,张 浩,VINCENT W L. 地下洞室群对地面运动的影响[J]. 土木工程学报,2005,38(2):106-114. (LIANG Jianwen,ZHANG Hao,VINCENT W LEE. Effect of underground group cavities on ground surface motion[J]. China Civil Engineering Journal,2005,38(2):106-114.(in Chinese))
Your browse does not support frame! " target="_blank">
[6]
陈健云,何 伟,徐 强,等. 地下结构对场地土和地表建筑地震响应的影响分析[J]. 大连理工大学学报,2012,52(3):393-398. (CHEN Jianyun,HE Wei,XU Qiang,et al. Analysis for effect of underground structure on seismic response of ground and adjacent surface buildings[J]. Journal of Dalian University of Technology,2012,52(3):393-398.(in Chinese))
Your browse does not support frame! " target="_blank">
[7]
郭 靖,陈健云. 均质地基地铁车站对临近建筑层间位移角的影响[J]. 湖南大学学报:自然科学版,2013,40(8):40-45.(GUO Jing,CHEN Jianyun. Influence of subway station buried in homogeneous foundations on the inter-story drift of adjacent structures[J]. Journal of Hunan University:Natural Science,2013,40(8):40-45.(in Chinese))
Your browse does not support frame! " target="_blank">
[9]
陈国兴,庄海洋,徐 烨. 软弱地基浅埋隧洞对场地设计地震动的影响[J] . 岩土工程学报,2004,26(6):739-744.(CHEN Guoxing,ZHUANG Haiyang,XU Ye. A study on influence of excavated shallow tunnel on design parameters of ground motion in the soft site[J]. Chinese Journal of Geotechnical Engineering,2004,26(6):739-744.(in Chinese))
WANG H F,LOU M L,CHEN X,et al. Structure-soil- structure interaction between underground structure and ground structure[J]. Soil Dynamics and Earthquake Engineering,2013,54:31-38.
Your browse does not support frame! " target="_blank">
徐炳伟. 大型复杂结构-桩-土振动台模型试验研究 [博士学位论文][D]. 天津:天津大学,2009.(XU Bingwei. Shaking table test studying large-scale soil-pile-complex structure interaction[Ph. D. Thesis][D]. Tianjin:Tianjin University,2009.(in Chinese))
Your browse does not support frame! " target="_blank">
[14]
楼梦麟,潘旦光,范立础. 土层地震反应分析中侧向人工边界的影响[J]. 同济大学学报,2003,31(7):757-761.(LOU Menglin,PAN Danguang,FAN Lichu. Effect of vertical artificial boundary on seismic response of soil layer[J]. Journal of Tongji University,2003,31(7):757-761.(in Chinese))
Your browse does not support frame! " target="_blank">
[15]
邹德高,徐 斌,孔宪京. 瑞利阻尼系数确定方法对高土石坝地震反应的影响研究[J]. 岩土力学,2011,32(3):797-803.(ZOU Degao,XU Bin,KONG Xianjing. Study of influence of different methods for calculating Rayleigh damping coefficient on high earth-rock dam seismic response[J]. Rock and Soil Mechanics,2011,32(3):797-803.(in Chinese))
Your browse does not support frame! " target="_blank">
[8]
李方杰. 邻近建筑对地铁结构地震反应的影响研究[博士学位论文][D]. 北京:中国地震局地球物理研究所,2009.(LI Fangjie. Influence of nearby ground building on seismic response of subway structure[Ph. D. Thesis][D]. Beijing:Institute of Geophysics,China Earthquake Administration,2009.(in Chinese))
Your browse does not support frame! " target="_blank">
[12]
王国波,于艳丽,何 卫. 下穿隧道-土-地表邻近框架结构相互作用体系地震响应初步分析[J]. 岩土工程学报,2014,36(2):334-338.(WANG Guobo,YU Yanli,HE Wei. Seismic response of interaction system of underlying tunnels,soils and adjacent frame structures[J]. Chinese Journal of Geotechnical Engineering,2014,36(2):334-338.(in Chinese))