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Initial excess pore water pressures induced by tunnelling in soft ground

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Abstract

Tunnelling-induced long-term consolidation settlement attracts a great interest of engineering practice. The distribution and magnitude of tunnelling-induced initial excess pore water pressure have significant effects on the long-term consolidation settlement. A simple and reliable method for predicting the tunnel-induced initial excess pore water pressure calculation in soft clay is proposed. This method is based on the theory of elasticity and SKEMPTON’s excess pore water pressure theory. Compared with the previously published field measurements and the finite-element modelling results, it is found that the suggested initial excess pore water pressure theory is in a good agreement with the measurements and the FE results. A series of parametric analyses are also carried out to investigate the influences of different factors on the distribution and magnitude of the initial excess pore water pressure in soft ground.

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References

  1. PECK R B. Deep excavations and tunnelling in soft ground [C]// Proc 7th Int Conf on Soil Mech and Found Eng. Mexico City, 1969: 225–290.

    Google Scholar 

  2. ATTEWELL P B, WOODMAN J P. Predicting the dynamics of ground settlements and its derivatives caused by tunnelling in soil [J]. Ground Engineering, 1982, 15(8): 13–22.

    Google Scholar 

  3. SAGASETA C. Analysis of undrained soil deformation due to ground loss [J]. Geotechnique, 1987, 37(3): 301–320.

    Article  Google Scholar 

  4. VERRUIJT A, BOOKER J R. Surface settlements due to deformation of a tunnel in an elastic half plane [J]. Géotechnique, 1996, 46(4): 753–756.

    Article  Google Scholar 

  5. PARK K. H. Elastic solution for tunnelling-induced ground movements in clays [J]. International Journal of Geomechanics, 2004, 4(4): 310–318.

    Article  Google Scholar 

  6. LOGANATHAN N, POULOS H G. Analytical prediction for tunnelling-induced ground movements in clays [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(9): 846–856.

    Article  Google Scholar 

  7. CHI S Y, CHERN J C LIN C C. Optimized back-analysis for tunnelling-induced ground movement using equivalent ground loss model [J]. Tunnelling and Underground Space Technology, 2001, 16(3): 159–165.

    Article  Google Scholar 

  8. BOBET A. Analytical solutions for shallow tunnels in saturated ground [J]. Journal of Engineering Mechanics, 2001, 127(12): 1258–1266.

    Article  Google Scholar 

  9. CHOU W I, BOBET A. Predictions of ground deformations in shallow tunnels in clay [J]. Tunnelling and Underground Space Technology, 2002, 17(1): 3–19.

    Article  Google Scholar 

  10. YANG J S, LIU B C, WANG M C. Modeling of tunnelling-induced ground surface movements using stochastic medium theory [J]. Tunnelling and Underground Space Technology, 2004, 19(2): 113–123.

    Article  MathSciNet  Google Scholar 

  11. OSMAN A S, BOLTON M D, MAIR R J. Predicting 2D ground movements around tunnels in undrained clay [J]. Geotechnique, 2006, 56(9): 597–604.

    Article  Google Scholar 

  12. NG R M, LO K Y, ROWE R K. Analysis of field performance-The Thunder Bay tunnel [J]. Canadian Geotechnical Journal, 1986, 23(1): 30–50.

    Article  Google Scholar 

  13. LEE K M, ROWE R K. An analysis of three-dimensional ground movements: The Thunder Bay tunnel [J]. Canadian Geotechnical Journal, 1991, 28(1): 25–41.

    Article  Google Scholar 

  14. O’REILLY M P, MAIR R J, ALDERMAN G H. Long-term settlements over tunnels: An eleven-year study at Grimsby [C]// Proceedings of Tunnelling 91: 6th International Symposium. Elsevier, 1991: 55–64.

    Google Scholar 

  15. BOWERS K H, HILLER D M, NEW B M. Ground movement over three years at the Heathrow express rail tunnel [C]// Geotechnical Aspects of Underground Construction in Soft Ground-Preprint Volume of Proceedings from an International Symposium Held at City University. London, UK, 1996: 15–17.

    Google Scholar 

  16. HWANG R N, FAN C B, YANG G R. Consolidation settlements due to tunneling [J]. Proc South East Asian Symposium on Tunnelling and Underground Space Development. Bangkok: Japan Tunnelling Association, 1995: 79–86.

    Google Scholar 

  17. LIANG R Z, PAN J L, LIN C G, SHAN H F. Settlement boundary induced by shield tunnelling in soft Ground [J]. Journal of Zhejiang University (Engineering Science), 2014, 48(7): 1148–1154. (in Chinese)

    Google Scholar 

  18. CHEN J J R, HO T Y, CHEN F S, CHAO C S. Consolidation settlements caused by a shield tunnel for the taipei mass rapid transit system [J]. IAHS Publication, 1995(8): 135–140.

    Google Scholar 

  19. FANG Y S, LIN S J, LIN J S. Time and settlement in EPB shield tunneling [J]. Tunnels and Tunnelling, 1993, 25(11): 27–28.

    Google Scholar 

  20. MAIR R J, TAYLOR R N. Theme lecture: Bored tunnelling in the urban environment [R]. XIV ICSMFE [131], 1999: 2353–2385.

    Google Scholar 

  21. WEI Gang. Research on theoretical calculation of long-term ground settlement caused by shield tunneling [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S1): 2960–2966. (in Chinese)

    Google Scholar 

  22. WONGSAROJ J, SOGA K, MAIR R J. Modelling of long-term ground response to tunnelling under St James’s Park, London [J]. Géotechnique, 2007, 57(1): 75–90.

    Article  Google Scholar 

  23. WONGSAROJ J, SOGA K, MAIR R J. Tunnelling-induced consolidation settlements in London Clay [J]. Géotechnique, 2013, 63(13): 1103–1115.

    Article  Google Scholar 

  24. LEE K M, JI H W, SHEN C K, LIU J H. Ground response to the construction of Shanghai Metro tunnel-line 2 [J]. Soils and Foundations, 1999, 39(3): 113–134.

    Article  Google Scholar 

  25. YI X, ROWE R K, LEE K M. Observed and calculated pore pressures and deformations induced by an earth balance shield [J]. Canadian Geotechnical Journal, 1993, 30(3): 476–490.

    Article  Google Scholar 

  26. LEE K M, ROWE R K, LO K Y. Subsidence owing to tunnelling. I. Estimating the gap parameter [J]. Canadian Geotechnical Journal, 1992, 29(6): 929–940.

    Article  Google Scholar 

  27. CHEN R P, ZHU J, LIU W, TANG X W. Ground movement induced by parallel EPB tunnels in silty soils [J]. Tunnelling and Underground Space Technology, 2011, 26(1): 163–171.

    Article  Google Scholar 

  28. YU H S, ROWE R K. Plasticity solutions for soil behaviour around contracting cavities and Tunnels [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(12): 1245–1279.

    Article  MATH  Google Scholar 

  29. SKEMPTON A W. The pore-pressure coefficients A and B [J]. Géotechnique, 1954, 4(4): 143–147.

    Article  Google Scholar 

  30. LOGANATHAN N, POULOS H G, STEWART D P. Centrifuge model testing of tunnelling-induced ground and pile deformations [J]. Geotechnique, 2000, 50(3): 283–294.

    Article  Google Scholar 

  31. LOGANATHAN N, POULOS H G, XU K J. Ground and pile-group responses due to tunneling [J]. Soils and Foundations, 2001, 41(1): 57–67.

    Article  Google Scholar 

  32. TIMOSHENKO P, GOODIER J N. Theory of elasticity [M]. New York: McGraw Hill, 1970: 10–35.

    Google Scholar 

  33. HENKEL D J. The relationships between the strength, pore-water pressure, and volume-change characteristics of saturated clays [J]. Géotechnique, 1959, 9(3): 119–135.

    Article  MathSciNet  Google Scholar 

  34. PALMER J H L, BELSHAW D J. Deformations and pore pressures in the vicinity of a precast, segmented, concrete-lined tunnel in clay [J]. Canadian Geotechnical Journal, 1980, 17(2): 174–184.

    Article  Google Scholar 

  35. NG R M, LO K Y. The measurements of soil parameters relevant to tunnelling in clays [J]. Canadian Geotechnical Journal, 1985, 22(3): 375–391.

    Article  Google Scholar 

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Correspondence to Rong-zhu Liang  (梁荣柱).

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Foundation item: Projects(41472284, U1234204 ) supported by the National Natural Science Foundation of China

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Liang, Rz., Xia, Td., Lin, Cg. et al. Initial excess pore water pressures induced by tunnelling in soft ground. J. Cent. South Univ. 22, 4300–4309 (2015). https://doi.org/10.1007/s11771-015-2978-8

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  • DOI: https://doi.org/10.1007/s11771-015-2978-8

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