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Original Articles

Numerical Parametric Study of Settlement and Load Transfer Mechanism of Pile Group Due to Twin Stacked Tunnelling with Different Construction Sequences

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Pages 1064-1096 | Received 21 Jun 2019, Accepted 17 Nov 2019, Published online: 18 Dec 2019

References

  • Abrams, A. J., 2007. Earth pressure balance (EPB) tunneling induced settlements in the Tren Urbano Project, Rio Piedras, Puerto Rico. M. Eng. thesis, Massachusetts Institute of Technology.
  • Al-Tabbaa, A. (1987). Permeability and stress-strain response of Speswhite Kaolin (PhD Thesis). University of Cambridge, Cambridge.
  • Benz, T. (2007). Small-strain stiffness and its numerical consequences (PhD Thesis). Universitat Stuttgart.
  • Cheng, C. Y., Dasari, G. R., Chow, Y. K., & Leung, C. F. (2007). Finite element analysis of tunnel-soil-pile interaction using displacement controlled model. Tunnelling and Underground Space Technology, 22(4), 450–466. doi:10.1016/j.tust.2006.08.002
  • Coutts, D. R., & Wang, J. (2000). Monitoring of reinforced concrete piles under horizontal and vertical loads. Paper presented at the Proceeding of the International Conference on Tunnels and Underground Structures, Singapore, pp. 541–546.
  • Dias, T. G. S., & Bezuijen, A. (2015). Data analysis of pile tunnel interaction. Journal of Geotechnical and Geoenvironmental Engineering, 141(12), 04015051. doi:10.1061/(ASCE)GT.1943-5606.0001350
  • Franza, A., & Marshall, A. M. (2017). Centrifuge modelling of tunnelling beneath axially loaded displacement and non-displacement piles in sand. In T. L. Branson & R. J. Valentine (Eds.), Geotechnical Frontiers 2017: Transportation Facilities, Structures, and Site Investigation. GSP 277 (pp. 576–586). Reston, VA: ASCE.
  • Franza, A., & Marshall, A. M. (2018). Centrifuge modeling study of the responseof piled structures to tunneling. Journal of Geotechnical and Geoenvironmental Engineering, 144(2), 04017109. doi:10.1061/(ASCE)GT.1943-5606.0001751
  • Franza, A., Marshall, A. M., Haji, T., Abdelatif, A. O., Carbonari, S., & Morici, M. (2017). A simplified elastic analysis of tunnel-piled structure interaction. Tunnelling and Underground Space Technology, 61, 104–121. doi:10.1016/j.tust.2016.09.008
  • Gudehus, G. (1996). A comprehensive constitutive equation for granular materials. Soils and Foundations, 36(1), 1–12. doi:10.3208/sandf.36.1
  • Hong, Y., Soomro, M. A., & Ng, C. (2015). Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling. Computers and Geotechnics, 64, 105–119. doi:10.1016/j.compgeo.2014.10.007
  • Jacobsz, S. W., Standing, J. R., Mair, R. J., Hagiwara, T., & Sugiyama, T. (2004). Centrifuge modeling of tunnelling near driven piles. Soils and Foundations, 44(1), 49–56. doi:10.3208/sandf.44.49
  • Kaalberg, F. J., & Hentschel, V. (1999). Tunneling in Soft Soil with a High Water Level and Pile Foundations, Towards the development of settlement-oriented and settlement-minimizing TBM operation Proceedings of ITA World Tunnel Congress, Oslo.
  • Lee, C. J. (2012a). Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil. Computers and Geotechnics, 42, 193–203. doi:10.1016/j.compgeo.2012.01.009
  • Lee, C. J. (2012b). Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock. Tunnelling and Underground Space Technology, 32, 132–142. doi:10.1016/j.tust.2012.06.005
  • Lee, C. J., & Chiang, K. H. (2007). Responses of single piles to tunnelling-induced soil movements in sandy ground. Canadian Geotechnical Journal, 44, 1224–1241. doi:10.1139/T07-050
  • Lee, C. J. (2013). Numerical analysis of pile response to open face tunnelling in stiff clay. Computers and Geotechnics, 42, 116–127. doi:10.1016/j.compgeo.2013.02.007
  • Lee, G. T. K., & Ng, C. W. W. (2005). The effects of advancing open face tunneling on an existing loaded pile. Journal of Geotechnical and Geoenvironmental Engineering, 131(2), 193–201. doi:10.1061/(ASCE)1090-0241(2005)131:2(193)
  • Loganathan, N., & Poulos, H. G. (1998). Analytical prediction for tunneling-induced ground movements in clays. Journal of Geotechnical and Geoenvironmental Engineering, 124(9), 846–856. doi:10.1061/(ASCE)1090-0241(1998)124:9(846)
  • Loganathan, N., Poulos, H. G., & Stewart, D. P. (2000). Centrifuge model testing of tunnelling-induced ground and pile deformations. Géotechnique, 50(3), 283–294. doi:10.1680/geot.2000.50.3.283
  • Mair, R. J., & Taylor, R. N. (1997). Bored tunnelling in the urban environment. State-of-the-art report and theme lecture. Paper presented at the Proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Balkema, Vol. 4, pp. 2353–2385.
  • Mašín, D., & Herle, I. (2005). State boundary surface of a hypoplastic model for clays. Computers and Geotechnics, 32(6), 400–410.
  • Mayne, P., & Kulhawy, F. (1982). K0-OCR relationships in soils. Journal of Geotechnical Engineering ASCE, 108(6), 851–872. doi:10.1061/(ASCE)0733-9410(1983)109:6(867)
  • Mroueh, H., & Shahrour, I. (2002). Three-dimensional finite element analysis of the interaction between tunnelling and pile foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 26(3), 217–230. doi:10.1002/nag.194
  • Ng, C. W. W., Hong, Y., & Soomro, M. A. (2015). Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling. Géotechnique, 65(1), 38–51. doi:10.1680/geot.14.P.105
  • Ng, C. W. W., & Lu, H. (2014). Effects of construction sequence of twin tunnelling at different depth on a single pile. Canadian Geotechnical Journal, 51(2), 173–183. doi:10.1139/cgj-2012-0452
  • Ng, C. W. W., Lu, H., & Peng, S. Y. (2013). Three-dimensional centrifuge modelling of effects of twin tunnelling on as existing pile. Tunnelling and Underground Space Technology, 35, 189–199. doi:10.1016/j.tust.2012.07.008
  • Niemunis, A., & Herle, I. (1997). Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Materials, 2(4), 279–299. doi:10.1002/(SICI)1099-1484(199710)2:4<279::AID-CFM29>3.0.CO;2-8
  • O’Reilly, M. P., & New, B. M. (1982). Settlements above tunnels in the United Kingdom-their magnitude and prediction. Paper presented at the Proceedings of the Conference Tunnelling ’82, IMM, London, pp. 173–181.
  • Pang, C. H., Yong, K. Y., & Chow, Y. K. (2005). Three dimensional numerical simulation of tunnel advancement on adjacent pile foundation. In Y. Erdem & T. Solak (Eds.), Underground Space Use: Analysis of the Past and Lessons for the Future (pp. 1141–1147). London: Taylor and Francis.
  • Parry, R. H. G., & Nadarajah, V. (1974). Observations on laboratory prepared, lightly overconsolidated specimens of kaolin. Géotechnique, 24(3), 345–358.
  • Peng, S. Y. (2012). Influence of stress relief due to deep excavation on capacity of pile foundations (PhD Thesis). The Hong Kong University of Science and Technology.
  • Powrie, W. (1986). The behavior of diaphragm walls in clay (PhD Thesis). UK: University of Cambridge.
  • Selemetas, D. (2005). The response of full-scale piles and pile structures to tunneling (PhD Thesis). Cambridge University.
  • Shirlaw, J. N., & Ong, J. C. W., Rosser, H. B., Tan, C. G., Osborne, N. H., & Heslop, P. E. (2003). Local settlements and sinkholes due to EPB tunnelling. Geotechnical Engineering, 156(GE4), 193–211.
  • Soomro, M. A., Ng, C. W. W., Liu, H., & Memon, N. A. (2017). Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile. Computers and Geotechnics, 84, 101–116. doi:10.1016/j.compgeo.2016.11.011
  • Zhang, R. J., Zheng, J. J., Zhang, L. M., & Pu, H. F. (2011). An analysis method for the influence of tunneling on adjacent loaded pile groups with rigid elevated caps. International Journal for Numerical and Analytical Methods in Geomechanics, 35(18), 1949–1971. doi:10.1002/nag.989

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