›› 2010, Vol. 31 ›› Issue (1): 223-228.

• Geotechnical Engineering • Previous Articles     Next Articles

Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2

LEI Yong-sheng   

  1. China Railway First Survey and Design Institute Group Ltd., Xi’an 710043, China
  • Received:2009-07-18 Online:2010-01-10 Published:2010-02-02

Abstract:

Based on the influence of Xi’an Metro Line 2 underneath crossing City Wall and Bell Tower in construction period and operation period, a new series of measures for protecting City Wall and Bell Tower have been studied. Many construction plans about protecting City Wall and Bell Tower are compared and analyzed. Finally, the construction plan that is bilateral around ancient buildings, foundation reinforcement about segregation of pile, and strengthening the ancient buildings structure is adopted. Finite element software have been used to analyze the effect of the protective measures; and it is shown that the influence on City Wall and Bell Tower is lower than the before reinforcement about 2/3. The monitoring data during construction is found that the, ancient buildings settlement displacement is lower than earlier forecast data; and it keep within the limits of design value. The data demonstrate that the protective measures are valid and reasonable. At the same time, metro vibration influence on City Wall in the operation period is analyzed; and vibration damping measures are put forward. Through scheme selection, numerical analysis, specific implementation procedures and real-time monitoring, a new series of protective measures for protecting ancient buildings due to tunnel underneath crossing have been put forward and demonstrated. And the series of protective measures is very practical.

Key words: Xi’an Metro, Bell Tower, city wall, protecting measures, design and construction schemes

CLC Number: 

  • U 215
[1] ZHU Cai-hui, CUI Chen, LAN Kai-jiang, DONG Yong-qiang. The effects of the degradation of brick-clay structure and demolition of embedded buildings on the stability of Yulin City Wall [J]. Rock and Soil Mechanics, 2019, 40(8): 3153-3166.
[2] REN Jian-xi , ZHANG Yin-he , FENG Chao. Study of the deformation law of the ancient city wall induced by metro shield tunneling and its control technology [J]. , 2011, 32(S1): 445-0450.
[3] ZHU Cai-hui, LI Ning. Ground settlement caused by subway construction in Xi’an and its influence on the city wall [J]. , 2011, 32(S1): 538-0544.
[4] HUANG Qiang-bing,PENG Jian-bing,DENG Ya-hong,FAN Wen. Design parameters of Xi’an metro line 2 tunnel passing through active ground fissure zones [J]. , 2010, 31(9): 2882-2888.
[5] ZHANG Ke,WU Min-zhe,MENG Zhao-bo,LI Zhi-hong. Stability analysis of Xi’an city wall considering nonlinear contact [J]. , 2010, 31(9): 2913-2918.
[6] ZHOU Ai-zhao, LU Ting-hao, WANG Wei. Application of packaged reinforced soil retaining wall to maintenance engineering of city wall [J]. , 2005, 26(S1): 252-254.
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