In order to study the ground surface settlement induced by shield tunneling, on the background of Xi'an metro line 2, this paper made use of the measured ground surface settlement to conduct characteristic parameters fitting of the settlement trough by Peck formula and the modified stiffness approach, proposed the initial suggestive value of the relevant calculation parameters, predicted the ground surface settlement by the formula with the determined parameters and compared the settlement with the actual settlement observation. The results show that the determination of the parameters is basicly right, the revised formula can be used to forecast ground surface settlement of Xi'an subway construction and finally a modified prediction formula is given.


    Access

    Access via TIB

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Prediction on Ground Surface Settlement Caused by Subway Shield Construction in Xi'an


    Contributors:
    Liu, Rong-di (author) / Zheng, Jian-guo (author) / Zhang, Kai (author) / Li, Zhi-Yuan (author)


    Publication date :

    2013


    Size :

    5 Seiten




    Type of media :

    Conference paper


    Type of material :

    Print


    Language :

    English




    Surface settlement prediction for EPB shield tunneling in sandy ground

    Fang, Yong / He, Chuan / Nazem, Ali et al. | Springer Verlag | 2017


    Surface settlement prediction for EPB shield tunneling in sandy ground

    Fang, Yong / He, Chuan / Nazem, Ali et al. | Online Contents | 2017



    Association between subway and life satisfaction: Evidence from Xi’an, China

    Yin, Jiangbin / Cao, Xinyu (Jason) / Huang, Xiaoyan | Elsevier | 2021