Analysis of the field monitoring data on soil movements and adjacent building settlement due to shield tunnelling
ISSN: 0264-4401
Article publication date: 10 May 2019
Issue publication date: 5 June 2019
Abstract
Purpose
The shield tunnels closely constructed near the foundations have an inevitable influence on the structures, even results in the large settlement or uplift of the structures.
Design/methodology/approach
The comparison of structural deformation of three different foundations is presented based on the field monitoring data.
Findings
Shield tunnelling parameters vary for the different types of foundations. For the long pile foundations, the recommended speed is 3 to 4 cm/min, the grouting pressure is about 0.3 MPa and the grouting rate ranges from 150 to 180.
Originality/value
The study based on the field monitoring data is rarely reported, especially the topic about the structural deformation of different types of the foundations.
Keywords
Acknowledgements
This work is supported by the Chinese National Natural Science Foundation (51508506), the Zhejiang Natural Science Foundation (LQ16E080008), the Hangzhou Science and Technology Plan Project (20172016A06, 20160533B94, 20180533B06, 20180533B12), the Zhejiang University City College Scientific Research Foundation (No. JZD18003, JYB18005), the Zhejiang Key Research and Development Project (2017C03020).
Citation
Ding, Z., Wei, X., Zhang, X. and Yin, X. (2019), "Analysis of the field monitoring data on soil movements and adjacent building settlement due to shield tunnelling", Engineering Computations, Vol. 36 No. 4, pp. 1219-1237. https://doi.org/10.1108/EC-07-2018-0314
Publisher
:Emerald Publishing Limited
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