Abstract
Construction of tunnels often causes uneven settlement of the above buildings, resulting in engineering accident such as the skew or even collapse of buildings. Assuming that the vertical displacement distribution mode of buildings is built, then the variational control equation is established. A calculation method of building settlement caused by construction of double line parallel tunnels based on variation method is put forward. Through two engineering examples, it is concluded that the building settlement curve calculated by this method is in agreement with the measured value, which verifies this method.
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References
Loganathan, N., Poulos, H.G.: Analytical prediction for tunneling-induced ground movement in clays. J. Geotech. Geoenviron. Eng. 124(9), 846–856 (1998)
Liu, X.Q., Liang, F.Y., Zhang, H., et al.: Energy variational solution for settlement of buried pipeline induced by tunneling. Rock Soil Mech. 35(supp. 2), 217–222, 231 (2014). (in Chinese)
Ding, L., Wu, X., Zhang, L., et al.: How to protect historical buildings against tunnel-induced damage: a case study in China. J. Cult. Herit. 16, 904–911 (2015)
Wei, G., Pang, S.Y., Zhang, S.M.: Prediction of ground deformation induced by double parallel of ground deformation induced by double parallel shield tunneling. Disaster Adv. 6(13), 91–98 (2013)
Wei, G.: Selection and distribution of ground loss ratio induced by shield tunnel construction. Chin. J. Geotech. Eng. 32(9), 1354–1361 (2010). (in Chinese)
Mair, R.J., Taylor, R.N., Bracegirdle, A.: Subsurface settlement profiles above tunnels in clays. Geotechnique 43(2), 315–320 (1993)
Ding, Z.: Prediction of deformation and study on the influence of shield tunnel on adjacent buildings. Ph.D. dissertation, Zhejiang University (2004). (in Chinese)
Wu, Y.G., Huang, B., Zhang, T., et al.: Amendment and assessment on laboratory results of subgrade coefficient. Port Waterw. Eng. 7, 27–30 (2010). (in Chinese)
Ouyang, W.B., Ding, W.Q., Xie, D.W.: Calculation method for settlement due to shield tunneling considering structure stiffness. Chin. J. Undergr. Space Eng. 9(1), 155–160 (2013). (in Chinese)
Qu, T.J., Xu, R.H., Shi, Y.X.: Experimental study on influence of ratio of reinforcement to modulus of elasticity of reinforced concrete component. Concrete 9, 113–115, 119 (2014). (in Chinese)
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Wei, X., Wang, X., Yu, X., Zhou, L. (2018). Tunneling Induced Building Settlement Based on Variational Principle. In: Wu, W., Yu, HS. (eds) Proceedings of China-Europe Conference on Geotechnical Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-97115-5_35
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DOI: https://doi.org/10.1007/978-3-319-97115-5_35
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