Monitoring and Simulation Analysis of Deep Foundation Pit Excavation of Subway Station in Watery and Weak Stratum
Author:
Funder
Innovative Research Group Project of the National Natural Science Foundation of China
Foundation of Liaoning Province Education Administration
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00837-x.pdf
Reference16 articles.
1. Zhang CP, Hang KH, Zhang DL et al (2014) Test study of collapse characteristics of tunnels in soft ground in urban areas. Chin J Rock Mech Eng 33(12):2433–2442. https://doi.org/10.13722/j.cnki.jrme.2014.12.008(inChinese)
2. Yu W, Chen X, Zhang X (2020) Analysis on the influence of deep foundation pit construction in water-rich soft ground of Shenzhen on surrounding environment. J Railway Sci Eng 17(9):2251–2261. https://doi.org/10.19713/j.cnki.43-1423/u.T20190991(inChinese)
3. Fei Y, Qi XL, Wu YZ et al (2020) Research on deep foundation pit excavation based on data monitoring. IOP Conf Ser Earth Environ Sci. https://doi.org/10.1088/1755-1315/525/1/012014
4. Zhang LY, Zhu JI (2022) Numerical simulation and field monitoring analysis for deep foundation pit construction of subway station. SDHM Struct Durab Health Monit 16(4):397–416. https://doi.org/10.32604/SDHM.2022.010397
5. Faheem H, Cai F, Ugai K et al (2003) Two-dimensional base stability of excavations in soft soils using FEM. Comput Geotech 30(2):141–163
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