INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES

YANG Ke; ZHANG Wenhan; HUANG Yi

doi:10.13204/j.gyjzg20111403

Volume 51 Issue 10

Feb. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(10): 211-216,162

ZHOU Ying, CAI Youqing, ZHU Zhihui. EXPERIMENTAL STUDY OF DYNAMIC CHARACTERISTICS OF SAND WITH FINE GRAINS UNDER WAVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 58-65,30. doi: 10.13204/j.gyjz202005010

Citation:

YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403

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INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES

doi: 10.13204/j.gyjzg20111403

Chengdu Engineering Corporation Limited, Chengdu 611130, China

Received Date: 2020-11-14
Available Online: 2022-02-21

Abstract

Abstract

The urban underground pipe gallery often produces adverse effects on the deformation and uneven settlement of upper ground building after construction. Under the horizontal earthquake action after the construction of the underground pipe gallery, the adverse effects will be magnified, even beyond the normal use scope of the upper structure. Based on a practical project, the seismic response of the building structure before and after the construction of the underground pipe gallery was analyzed by the finite element method based on the nonlinear time history analysis proposed by Standard for Seismic Design of Underground Structures (GB/T 51336-2018). The seismic response difference of the structure before and after the construction of the pipe gallery was obtained, and the reasons for the difference were analyzed by using the calculation results. By simulating the design and construction measures of grouting reinforcement around the pipe gallery and adjusting the structural stiffness of the pipe gallery, the seismic response of the superstructure was obtained, and the effective control measures for improving the construction of the pipe gallery under the existing high-rise building were obtained. After the completion of the actual project, the soil samples before and after grouting reinforcement were extracted for indoor dynamic triaxial test. The test results could further support the improvement effect of grouting on the dynamic characteristics of foundation soil and the control effect on the seismic response of upper structure.
- time-history analysis,
- underground pipe gallery,
- seismic response,
- grouting reinforcement

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References

[1]	SHAMSABADI A, SEDARAT H, KOZAK A.Seismic Soil Tunnel Structure Interaction Analysis of the Posey Webster Street Tunnels[C]//US-TAPAN Soil-Structure-Interaction Workshop.2001:1-21.
[2]	SHAMSABADI A, LAW H, AMINI M.Seismic Rock-Tunnel-Structure Interaction Analysis[C]//Elsevier Science Ltd:12th European Conference on Earthquake Engineering.2002:1-8.
[3]	WESAM A A, ALOZZO A W, UMAMAHESWARI N, et al.Study the Seismic Response of Reinforced Concrete High-Rise Building with Dual Framed Shear Wall System Considering the Effect of Soil Structure Interaction[J/OL].Materials Today(Proceedings), 2021:216-224.http://doi.org/10.1016/j.matpr.2020.12.111.
[4]	李杰, 岳庆霞, 陈隽.地下综合管廊结构振动台模型试验与有限元分析研究[J].地震工程与工程振动, 2009, 29(4):41-45.
[5]	史晓军, 陈隽, 李杰.地下综合管廊大型振动台模型试验研究[J].地震工程与工程振动, 2008, 28(6):116-123.
[6]	蒋录珍, 陈隽, 李杰.非一致激励下综合管廊振动台试验的数值模拟[J].华中科技大学学报(城市科学版), 2008(4):203-206.
[7]	汤爱平, 李志强, 冯瑞成.共同沟结构体系振动台模型试验与分析[J].哈尔滨工业大学学报, 2009, 41(6):1-5.
[8]	李延涛, 刘欣宜, 温永刚, 等.平行双孔地铁隧道对上部结构的地震反应分析[J].四川建筑科学研究, 2018, 44(6):34-38.
[9]	魏晓刚.煤矿巷道与采空区岩体结构地震动力灾变及地面建筑抗震性能劣化研究[D].阜新:辽宁工程技术大学, 2015.
[10]	龚晓南.地基处理手册[M].3版.北京:中国建筑工业出版社, 2008.

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