Temporal and spatial distribution of the grout pressure and its effects on lining segments during synchronous grouting in shield tunnelling

References

• Bai, Y., Dai, Z. R., & Zhang, S. S. (2011). Study on the grout pressure dissipation mode in simultaneous backfill grouting during shield tunneling. China Railway Science, 32, 38–45.
   Google Scholar
• Bezuijen, A., & Talmon, A. M. (2006). Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining. Tunnelling and Underground Space Technology, 9, 443–444.
   Google Scholar
• Bezuijen, A., Talmon, A. M., Kaalberg, F. J., & Plugge, R. (2004). Field measurements of grout pressures during tunnelling of the sophia rail tunnel. Soils and Foundations, 44, 39–48.10.3208/sandf.44.39
   Web of Science ®Google Scholar
• Do, N., Dias, D., & Oreste, P. (2014). Three-dimensional numerical simulation for mechanized tunnelling in soft ground: The influence of the joint pattern. Acta Geotechnica, 9, 673–694.10.1007/s11440-013-0279-7
   Web of Science ®Google Scholar
• Fan, Z. P., Han, Y. W., & Fang, Z. Q. (2011). Calculating model of backfill grouting pressure distribution for shield tunnel. Journal of Highway and Transportation Research and Development, 28, 95–100.
   Google Scholar
• Gou, C. F., Ye, F., & Zhang, J. L. (2013). Ring distribution model of filling pressure for shield tunnels under synchronous grouting. Chinese Journal of Geotechnical Engineering, 35, 591–598.
   Google Scholar
• Han, Y. W., Zhong, X. C., & Yu, X. F. (2007). Experimental research on the backfill grout deformation and grout pressure dissipation of Shield Tunnel. Chinese Journal of Underground Space and Engineering, 3, 1142–1147.
   Google Scholar
• Hashimoto, T., Nagaya, J., Konda, T., & Tamura, T. (2002). Observation of lining pressure due to shield tunnelling. In Proceedings of the 3rd International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, ISSMGE-TC28 (pp. 119–124). Toulouse.
   Google Scholar
• Huang, L. C., Xu, Z. S., & Zhou, C. Y. (2009). Modeling and monitoring in a soft argillaceous shale tunnel. Acta Geotechnica, 4, 273–282.10.1007/s11440-009-0100-9
   Web of Science ®Google Scholar
• Kasper, T., & Meschke, G. (2006). On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling. Tunnelling and Underground Space Technology, 21, 160–171.10.1016/j.tust.2005.06.006
   Web of Science ®Google Scholar
• Liang, Y., Su, W. H., & Fang, L. G. (2014). Field test and analysis on stress of lining of large-diameter river river-crossing shield tunnel. Tunnel Construction, 34, 637–641.
   Google Scholar
• Lin, J. X., Yang, F. Q., Shang, T. P., & Xie, B. (2008). Study on tunnel stability against uplift of super-large diameter shield tunneling. In R. Huang (Ed.-in-Chief), The Shanghai Yangtze River Tunnel: Theory, design and construction (pp. 267–274). London: Taylor & Francis Group.
   Google Scholar
• Liu, X., & Yuan, D. (2015). Mechanical analysis of anti-buoyancy safety for a shield tunnel under water in sands. Tunnelling and Underground Space Technology, 47, 153–161.10.1016/j.tust.2014.12.005
   Web of Science ®Google Scholar
• Mo, H. H., & Chen, J. S. (2008). Study on inner force and dislocation of segments caused by shield machine attitude. Tunnelling and Underground Space Technology, 23, 281–291.10.1016/j.tust.2007.06.007
   Web of Science ®Google Scholar
• Ruan, W. J. (2005). Spreading model of grouting in rock mass fissures based on time-dependent behavior of viscosity of cement-based grouts. Chinese Journal of Rock Mechanics and Engineering, 24, 2709–2714.
   Google Scholar
• Talmon, A. M., & Bezuijen, A. (2009). Simulating the consolidation of TBM grout at Noordplaspolder. Tunnelling and Underground Space Technology, 24, 493–499.10.1016/j.tust.2008.12.004
   Web of Science ®Google Scholar
• Talmon, A. M., & Bezuijen, A. (2013). Analytical model for the beam action of a tunnel lining during construction. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 181–200.10.1002/nag.v37.2
   Web of Science ®Google Scholar
• Tang, M. X., Chen, R. G., & Chen, W. (2009). Stress monitoring and internal force analysis of Guangzhou metro shield tunnel segment during construction. China Civil Engineering Journal, 42, 118–124.
   Google Scholar
• Ye, F., Chen, Z., & Jia, T. (2016). Penetration diffusion model of exponential fluid for backfill grouting through segments of shield tunnel. China Journal of Geotechnical Engineering, 38, 890–897.
   Google Scholar
• Youn, B., & Breitenbücher, R. (2014). Influencing parameters of the grout mix on the properties of annular gap grouts in mechanized tunneling. Tunnelling and Underground Space Technology, 43, 290–299.10.1016/j.tust.2014.05.021
   Web of Science ®Google Scholar
• Zhang, S. S., Dai, Z. R., & Bai, Y. (2012). Research on dissipation law of grout pressure during the simultaneous grouting of shield tunnel. China Railway Science, 33, 40–48.
   Google Scholar