Prediction for Surface Subsidence of Shield Construction in Water-Rich Sand Egg Stratum Based on Edge Intelligence
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-28990-3_14
Reference41 articles.
1. Jin, H., Yuan, D., Jin, D.L., et al.: Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou. Can. Geotech. J. (2022). https://doi.org/10.1139/cgj-2021-0603
2. Kannangara, K.P.M., Zhou, W.H., Ding, Z., Hong, Z.H.: Investigation of feature contribution to shield tunneling-induced settlement using shapley additive explanations method. J. Rock Mech. Geotech. Eng. 14(4), 1052–1063 (2022)
3. Nie, Q.K., Sun, G., Gao, S.Y., et al.: Disturbance process of sandy gravel stratum caused by shield tunneling and ground settlement analysis. Front. Earth Sci. 9, 782927 (2021). https://doi.org/10.3389/feart.2021.782927
4. Deng, H.S., Fu, H.L., Yue, S., et al.: Ground loss model for analyzing shield tunneling-induced surface settlement along curve sections. Tunn. Undergr. Space Technol. 119, 104250 (2022). https://doi.org/10.1016/j.tust.2021.104250
5. Zhang, J.S., Xu, M.Y., Cui, M.H., et al.: Prediction of ground subsidence caused by shield tunnel construction under hidden karst cave. Geotech. Geol. Eng. 40, 3839–3850 (2022). https://doi.org/10.1007/s10706-022-02136-3
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