Abstract
In order to strictly control the impact of geotechnical operations on surface buildings through the shield method, the influence of shield tunneling on the settlement of buildings around the construction area during the tunnel excavation process is analyzed. The actual engineering case is used to analyze the engineering examples by using 3D numerical simulation and empirical numerical calculation by MIDAS GTS NX finite element software. The analysis results show that the influence of the shield method on surface buildings is related to distance. The influence law of shield tunneling on the construction of geotechnical tunnels is analyzed, and it is concluded that it will lead to surface settlement when the subway tunnel is excavated by shield tunneling; in the case of shallow burial, the foundation of the building within the depth of the tunnel needs to be treated as necessary; buildings outside the depth of the tunnel are generally not affected by the construction.
Similar content being viewed by others
References
Abdollahi MS, Najafi M, Bafghi AY, Marji MF (2019) A 3D numerical model to determine suitable reinforcement strategies for passing TBM through a fault zone, a case study: Safaroud water transmission tunnel, Iran. Tunn Undergr Space Technol 88:186–199
Bilotta E, Paolillo A, Russo G, Aversa S (2017) Displacements induced by tunnelling under a historical building. Tunn Undergr Space Technol 61:221–232
Bouayad D, Emeriault F (2017) Modeling the relationship between ground surface settlements induced by shield tunneling and the operational and geological parameters based on the hybrid PCA/ANFIS method. Tunn Undergr Space Technol 68:142–152
Cao L, Fang Q, Zhang D (2018) Subway station construction using combined shield and shallow tunnelling method: case study of Gaojiayuan station in Beijing. Tunn Undergr Space Technol 82:627–635
Huang H, Shao H, Zhang D, Wang F (2017) Deformational responses of operated shield tunnel to extreme surcharge: a case study. Struct Infrastruct Eng 13(3):345–360
Kamel T, Limam A, Silvani C (2016) Residual strength of underground structures in service. Can Geotech J 53(6):988–999
Lei M, Lin D, Huang Q et al (2018) Research on the construction risk control technology of shield tunnel underneath an operational railway in sand pebble formation: a case study. Eur J Environ Civ Eng:1–15
Ma M, Liu W, Qian C, Deng G, Li Y (2016) Study of the train-induced vibration impact on a historic Bell Tower above two spatially overlapping metro lines. Soil Dyn Earthq Eng 81:58–74
Massinas S, Prountzopoulos GK, Bhardwaj V, Saxena A, Clark J, Sakellariou MG (2018a) Design aspects of under-passing a city’s heritage landmark with EPB machines under low overburden; the case of Chandpole gate in Jaipur Metro, India. Geotech Geol Eng 36(6):3683–3705
Massinas S, Prountzopoulos GK, Bhardwaj V (2018b) Design aspects of under-passing a city’s heritage landmark with EPB machines under low overburden; the case of Chandpole gate in Jaipur Metro, India. Geotech Geol Eng 36(6):3683–3705
Yin M, Jiang H, Jiang Y, Sun Z, Wu Q (2018) Effect of the excavation clearance of an under-crossing shield tunnel on existing shield tunnels. Tunn Undergr Space Technol 78:245–258
Zheng G, Diao Y (2016) Environmental impact of ground deformation caused by underground construction in China. Jpn Geotech Soc Spec Publ 2(1):10–24
Author information
Authors and Affiliations
Corresponding author
Additional information
This article is part of the Topical Collection on Geological Modeling and Geospatial Data Analysis
Rights and permissions
About this article
Cite this article
Wang, C. Influence of underground geotechnical operation on surface buildings through the shield method. Arab J Geosci 12, 649 (2019). https://doi.org/10.1007/s12517-019-4834-x
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-019-4834-x