A simplified combined analytical method for evaluating the effect of deep surface excavations on the shield metro tunnels |
Liu, Bo
(School of Mechanics & Civil Engineering, China University of Mining and Technology)
Yu, Zhiwei (School of Mechanics & Civil Engineering, China University of Mining and Technology) Han, Yanhui (Department of Civil, Environmental and Geo-Engineering, University of Minnesota) Wang, Zhiliu (School of Civil Engineering and Architecture, Zhongyuan University of Technology) Yang, Shuo (School of Mechanics & Civil Engineering, China University of Mining and Technology) Liu, Heng (School of Mechanics & Civil Engineering, China University of Mining and Technology) |
1 | Basile, F. (2014), "Effects of tunnelling on pile foundations", Soils Found., 54(3), 280-295. https://doi.org/10.1016/j.sandf.2014.04.004. DOI |
2 | Bousbia, N. and Messast, S. (2015), "Numerical modeling of two parallel tunnels interaction using three-dimensional Finite Elements Method", Geomech. Eng., 9(6), 775-791. https://doi.org/10.12989/gae.2015.9.6.775. DOI |
3 | Cheng, W.C., Ni, J.C. and Shen, S.L. (2017), "Experimental and analytical modeling of shield segment under cyclic loading", Int. J. Geomech., 17(6), 04016146. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000810. DOI |
4 | Do, N.A., Dias, D. and Oreste, P. (2018), "Numerical investigation of segmental tunnel linings-comparison between the hyperstatic reaction method and a 3D numerical model", Geomech. Eng., 14(3), 293-299. https://doi.org/10.12989/gae.2018.14.3.293. DOI |
5 | Han, X., Liu, C.W. and Standing, J.R. (2012), "Structural settlement of existing tunnel caused by new tunnel excavated underneath", China Civ. Eng. J., 45(1),134-141 (In Chinese). http://doi.org/10.15951/j.tmgcxb.2012.01.008. DOI |
6 | Huang, X., Schweiger, H.F. and Huang, H. (2013), "Influence of deep excavations on nearby existing tunnels", Int. J. Geomech., 13(2), 170-180. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000188. DOI |
7 | Li, P., Du, S.J., Shen, S.L., Wang, Y.H. and Zhao, H.H. (2016), "Timoshenko beam solution for the response of existing tunnels because of tunneling underneath", Int. J. Numer. Anal. Met., 40(5), 766-784. https://doi.org/10.1002/nag.2426. DOI |
8 | Liu, H.L., Li, P. and Liu, J.Y. (2011), "Numerical investigation of underlying tunnel heave during a new tunnel construction", Tunn. Undergr. Sp. Tech., 26(2), 276-283. https://doi.org/10.1016/j.tust.2010.10.002 DOI |
9 | Liang, R.Z., Wu, W.B., Yu, F., Jiang, G.S. and Liu, J.W. (2018), "Simplified method for evaluating shield tunnel deformation due to adjacent excavation", Tunn. Undergr. Sp. Tech., 61, 104-121. https://doi.org/10.1016/j.tust.2017.08.010. DOI |
10 | Liu, B., Yu, Z.W., Han, Y.H., Wang, Z.L., Zhang, R.H. and Wang, S.J. (2020), "Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling", Comput. Geotech., 124(8), 103624. DOI |
11 | Liu, X., Fang, Q., Zhang, D.L. and Wang, Z.J. (2019), "Behaviour of existing tunnel due to new tunnel construction below", Comput. Geotech., 110, 71-81. https://doi.org/10.1016/j.compgeo.2019.02.013. DOI |
12 | Marshall, A.M., Klar, A. and Mair, R.J. (2010), "Tunnelling beneath buried pipes: View of soil strain and its effect on pipeline behavior", J. Geotech. Geoenviron. Eng., 136(12), 1664-1672. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000390. DOI |
13 | Mindlin, R.D. (1936), "Force at a point in the interior of a semiinfinite solid", J. Appl. Phys., 7(5), 195-202. https://doi.org/10.1063/1.1745385. DOI |
14 | Nam, K., Kim, J., Kwak, D., Rehman, H. and Yoo, H.Y. (2020), "Structure damage estimation due to tunnel excavation based on indoor model test", Geomech. Eng., 21(2), 95-102. https://doi.org/10.12989/gae.2020.21.2.095. DOI |
15 | Liang, R., Xia, T.D., Huang, M.S. and Lin, C.G. (2017), "Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect", Comput. Geotech., 81, 167-187. https://doi.org/10.1016/j.compgeo.2016.08.017. DOI |
16 | Shi, J., Ng, C.W.W. and Chen, Y. (2015), "Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel", Comput. Geotech., 63, 146-158. http://doi.org/10.1016/j.compgeo.2014.09.002. DOI |
17 | Ng, C.W., Shi, J. and Hong, Y. (2013), "Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand", Can. Geotech. J., 50(8), 874-888. http://doi.org/10.1139/cgj-2012-0423. DOI |
18 | Nooraddin, N. and Mohammad, F.M. (2016), "Analysis of stress distribution around tunnels by hybridized FSM and DDM considering the influences of joints parameters", Geomech. Eng., 11(2), 269-288. https://doi.org/10.12989/gae.2016.11.2.269. DOI |
19 | Poulos, H.G. and Davis, E.H. (1980), Pile Foundation Analysis and Design, Wiley, New York, U.S.A. |
20 | Talmon, A.M. and Bezuijen, A. (2013), "Calculation of longitudinal bending moment and shear force for Shanghai Yangtze river tunnel: Application of lessons from Dutch research", Tunn. Undergr. Sp. Tech., 35, 161-171. https://doi.org/10.1016/j.tust.2013.01.001. DOI |
21 | Tanahashi, H. (2004), "Formulas for an infinitely long BernoulliEuler beam on the Pasternak model", Soils Found., 44(5), 109-18. http://doi.org/10.3208/sandf.44.5.109. DOI |
22 | Vorster, T.E.B., Klar, A., Soga, K. and Mair, R.J. (2005), "Estimating the effects of tunnelling on existing pipelines", J. Geotech. Geoenviron. Eng., 131(11), 1399-1410. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1399). DOI |
23 | Wang, L., Zou, J.F., Yang, T. and Wang, F. (2019), "Elastic solutions for shallow tunnels excavated under non-axisymmetric displacement boundary conditions on a vertical surface", Geomech. Eng., 19(3), 201-215. https://doi.org/10.12989/gae.2019.19.3.201. DOI |
24 | Zhang, D.M., Huang, Z.K., Li, Z.L., Zong, X. and Zhang, D.M. (2019), "Analytical solution for the response of an existing tunnel to a new tunnel excavation underneath", Comput. Geotech., 108, 197-211. https://doi.org/10.1016/j.compgeo.2018.12.026 DOI |
25 | Wei, X.J., Hong, W.Q., Wei, G. and Yu, G.H. (2018), "Rotation and shearing dislocation deformation of subway tunnels due to adjacent ground stack load", Chin. J. Rock Mech. Eng., 37(5), 1281-1289 (In Chinese). |
26 | Winkler, E., (1867), Die Lehre von der Elastizitat und Festigkeit [The Theory of Elasticity and Stiffness], H. Dominicus Prague, Czech Republic (in German). |
27 | Wu, H.N., Shen, S.L., Liao, S.M. and Yin, Z.Y. (2015), "Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings", Tunn. Undergr. Sp. Tech., 50, 317-323. https://doi.org/10.1016/j.tust.2015.08.001. DOI |
28 | Zhang, J.F., Chen, J.J., Wang, J.H. and Zhu, Y.F. (2013), "Prediction of tunnel displacement induced by adjacent excavation in soft soil", Tunn. Undergr. Sp. Tech., 36, 24-33. https://doi.org/10.1016/j.tust.2013.01.011. DOI |
29 | Zhang, Z., Zhang, M. and Zhao, Q. (2015), "A simplified analysis for deformation behavior of buried pipelines considering disturbance effects of underground excavation in soft clays", Arab. J. Geosci., 8(10), 1-15. https://doi.org/10.1007/s12517-014-1773-4 DOI |
30 | Zhang, Z.G. and Huang, M.S. (2014), "Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil", Comput. Geotech., 56, 121-132. https://doi.org/10.1016/j.compgeo.2013.11.008. DOI |
31 | Wei, G., Hong, W.Q., Wei, X.J., Zhang, X.H. and Luo, J.W. (2019), "Calculation of rigid body rotation and shearing dislocation deformation of adjacent shield tunnels due to excavation of foundation pits", Chin. J. Geotech. Eng., 41(7), 1251-1259 (In Chinese). |
32 | Zhang, Z.G., Zhao, Q. H. and Zhang, M.X. (2016), "Deformation analyses during subway shield excavation considering stiffness influences of underground structures", Geomech Eng, 11(1), 117-139. https://doi.org/10.12989/gae.2016.11.1.117. DOI |
33 | Zheng, G., Du, Y.M., Cheng, X.S., Diao, Y., Deng, X. and Wang, F.J. (2017), "Characteristics and prediction methods for tunnel deformations induced by excavations", Geomech. Eng., 12(3), 361-397. https://doi.org/10.12989/gae.2017.12.3.361. DOI |
34 | Zhou, N. and Yuan, Y. (2009), "Correlation of cross-river shield tunnel between longitudinal deformation curvature and segment Leakage", Journal of Tongji University (Natural Science), 37(11), 1446-1451,1501. (in Chinese). DOI |
![]() |