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Progress of Research Advance on the Model Tests on the Interaction Between New Constructions and Adjacent Existing Buildings

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Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction (GSIC 2018)

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Abstract

The model tests on the interaction between new constructions and adjacent existing buildings were summarized and analyzed from four aspects: the preparation methods of the model soil, the selection of pile model and tunnel model, the simulation methods of excavation process, and the loading methods of model tests. Several conclusions can be drawn as follows: (I) the influence of the superstructure stiffness and the pile cap is almost not considered in the past; (II) the influence of the sequence between installing the supporting structure and filling the soil still not be completely avoided, and more advanced supporting structure system should be designed; (III) most model tests on tunneling are based on two-dimensional hypothesis, and three-dimensional tests need to be conducted in the future; (IV) adverse influences of segment joints are seldom considered in the present tests on shield tunnels, and better tunnels model reflects the effect of segment joints should be adopted.

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References

  1. Anagnostopoulos, C., Georgiadis, M.: Interaction of axial and lateral pile responses. J. Geotech. Eng. 119(4), 793–798 (1993)

    Article  Google Scholar 

  2. Poulos, H.G., Chen, L.T., Hull, T.S.: Model tests on single piles subjected to lateral soil movement. Soils Found. 35(4), 85–92 (1995)

    Article  Google Scholar 

  3. Chen, L.T., Poulos, H.G., Hull, T.S.: Model tests on pile groups subjected to lateral soil movement. Soils Found. 37(1), 1–12 (1997)

    Article  Google Scholar 

  4. Guo, W.D., Ghee, E.H.: Model tests on single piles in sand subjected to lateral soil movement. In: 18th Australasian Conference on the Mechanics of Structures and Materials, Perth, Australia, pp. 997–1003 (2004)

    Google Scholar 

  5. Guo, W.D., Ghee, E.H.: Response of axially loaded pile groups subjected to lateral soil movement-an experimental investigation. In: 6th International Conference on Tall Buildings (ICTB-VI), pp. 333–338. World Scientific Publishing Co. Pte. Ltd, Hong Kong (2005)

    Google Scholar 

  6. Guo, W.D., Ghee, E.H.: A preliminary investigation into the effect of axial load on piles subjected to soil movement. In: 1st International Symposium on Frontiers in Offshore Geotechnics, pp. 865–871. Taylor & Francis, London (2010)

    Google Scholar 

  7. Guo, W.D., Ghee, E.H.: Behavior of axially loaded pile groups subjected to lateral soil movement. In: Proceedings of Sessions of GeoShanghai, GSP2006, Shanghai, pp. 174–181 (2010)

    Google Scholar 

  8. Guo, W.D., Qin, H.Y.: Vertically loaded single piles in sand subjected to lateral soil movement. In: 6th International Conference on Tall Buildings (ICTB-VI), pp. 333–338. World Scientific Publishing Co. Pte. Ltd, Hong Kong (2005)

    Google Scholar 

  9. Wu, T.X.: Research on the effect of tunnelling on the bearing behavior of piles. Doctoral dissertation, Xi’an University of Science and Technology, Xi’an (2013)

    Google Scholar 

  10. Yao, G.S.: Numerical analysis and Model tests of behavior of axially loaded piles subjected to lateral soil movement. Doctoral dissertation, Tongji University, Shanghai (2009)

    Google Scholar 

  11. Yao, G.S., Liang, F.Y., Chen, H.B., et al.: Model test investigation on behavior of adjacent piles subjected to lateral soil movements with rectangle mode. Chin. J. Undergr. Space Eng. 5(s2), 1542–1544 (2009)

    Google Scholar 

  12. Liang, F.Y., Yao, G.S., Chen, H.B., et al.: Model tests on behavior of axially loaded piles subjected to lateral soil movement. Chin. J. Geotech. Eng. 32(10), 1603–1609 (2010). (in Chinese)

    Google Scholar 

  13. Leung, C.F., Chow, Y.K., Shen, R.F.: Behavior of pile subjected to excavation-induced soil movement. J. Geotech. Geoenviron. Eng. 126(11), 947–954 (2000)

    Article  Google Scholar 

  14. Leung, C.F., Lim, J.K., Shen, R.F., et al.: Behavior of pile groups subject to excavation-induced soil movement. J. Geotech. Geoenviron. Eng. 129(1), 58–65 (2003)

    Article  Google Scholar 

  15. Ong, D.E.L., Leung, C.F., Chow, Y.K.: Pile behavior due to excavation- induced soil movement in clay I: stable wall. J. Geotech. Geoenviron. Eng. 132(1), 36–44 (2006)

    Article  Google Scholar 

  16. Leung, C.F., Ong, D.E.L., Chow, Y.K.: Pile behavior due to excavation- induced soil movement in clay II: collapsed wall. J. Geotech. Geoenviron. Eng. 132(1), 45–53 (2006)

    Article  Google Scholar 

  17. Ong, D.E.L., Leung, C.F., Chow, Y.K.: Behavior of pile groups subject to excavation-induced soil movement in very soft clay. J. Geotech. Geoenviron. Eng. 135, 1462–1474 (2009)

    Article  Google Scholar 

  18. Ma, X.F., Zhang, H.H., Zhu, W.J., et al.: Centrifuge model tests on effect of excavation super-deep foundation pits on adjacent high-rise buildings. Chin. J. Geotech. Eng. 30(1), 499–504 (2008)

    Google Scholar 

  19. Choudhury, D., Shen, R.F., Leung, C.F., et al.: Centrifuge model study on pile responses due to adjacent excavation. In: Geoshanghai International Conference, pp. 145–151 (2006)

    Google Scholar 

  20. Choudhury, D., Shen, R.F., Leung, C.F.: Centrifuge model study of pile group due to adjacent excavation. In: Proceedings of GEOCONGRESS 2008, pp. 141–148 (2008)

    Google Scholar 

  21. Tian, J.C.: Model tests on foundation pit engineering that excavate nearby a high-rise building who has composite foundation. Master’s dissertation, China University of Geosciences, Beijing, China (2009)

    Google Scholar 

  22. Jin, X.: Model experimental study of interaction between deep excavations and adjacent building foundation. Master’s dissertation, Lanzhou Jiaotong University, Lanzhou, China (2013)

    Google Scholar 

  23. Hu, Q.: Centrifuge modeling of deep foundation pit and adjacent inclined arch interaction mechanism of pile foundation. Master’s dissertation, Southwest Jiaotong University, Chengdu, China (2014)

    Google Scholar 

  24. Fu, Q.H.: Behavior of composite foundation due to adjacent excavation: centrifuge model tests. Master’s dissertation, Shandong University, Jinan, China (2016)

    Google Scholar 

  25. Yashima, A., Shibata, T., Sekiguchi, H., et al.: Soil movements associated with tunneling and their effects on an adjacent pile foundation. Bull. Disaster Prev. Res. Inst. 35, 115–135 (1985)

    Google Scholar 

  26. Ghahremannejad, B., Surjadinata, J., Poon, B., et al.: Effects of tunnelling on settlements and structural forces within model pile foundations. In: International Conference on Physical Modelling in Geotechnics, Hong Kong (2006)

    Google Scholar 

  27. Shahin, H.M., Nakai, T., Kuroi, S.: Interaction of tunneling and existing structure considering the location of foundation. Jpn. Geotech. Soc. Spec. Publ. 2(40), 1428–1432 (2016)

    Google Scholar 

  28. Loganathan, N., Poulos, H.G., Stewart, D.P.: Centrifuge model testing of tunnelling-induced ground and pile deformations. Geotechnique 50(3), 283–294 (2000)

    Article  Google Scholar 

  29. Ran, X.: Tunnel pile interaction in clay. Master’s dissertation, National University of Singapore, Singapore (2005)

    Google Scholar 

  30. Jacobsz, S.W., Standing, J.R., Mair, R.J., et al.: Centrifuge modelling of tunnelling near driven piles. J. Jpn. Geotech. Soc. Soils Found. 44(1), 49–56 (2004)

    Article  Google Scholar 

  31. Lee, C.J., Chiang, K.H.: Load transfer on single pile near new tunneling in sandy ground. In: Proceedings of the International Symposium on Engineering Practice and Performance of Soft Deposit, pp. 501–506. JGS, Osaka (2004)

    Google Scholar 

  32. Lee, C.J., Chiang, K.H.: Responses of single piles to tunneling-induced soil movements in sandy. Can. Geotech. J. 44(10), 1224–1241 (2007)

    Article  Google Scholar 

  33. Marshall, A.M.: Tunnelling in sand and its effect on pipelines and piles. Doctoral dissertation, University of Cambridge, Cambridge, UK (2009)

    Google Scholar 

  34. Marshall, A.M., Mair, R.J.: Tunneling beneath driven or jacked end-bearing piles in sand. Can. Geotech. J. 48(12), 1757–1771 (2010)

    Article  Google Scholar 

  35. Xia, F.: Displacement controlled model test study on influence of tunneling to surrounding environments. Master’s dissertation, Shanghai Jiaotong University, Shanghai (2014)

    Google Scholar 

  36. An, J.Y.: Model experiments and theoretical calculations for the interactions between shallow tunnel excavations and pre-existing building foundation loads. Doctoral dissertation, Beijing Jiaotong University, Beijing (2015)

    Google Scholar 

  37. Ng, C.W.W., Soomro, M.A., Hong, Y.: Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling. Tunn. Undergr. Space Technol. 43(7), 350–361 (2014)

    Article  Google Scholar 

  38. Ng, C.W.W., Hong, Y., Soomro, M.A.: Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling. Geotechnique 65(1), 38–51 (2015)

    Article  Google Scholar 

  39. Ng, C.W.W., Lu, H., Peng, S.Y.: Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile. Tunn. Undergr. Space Technol. 35(4), 189–199 (2013)

    Article  Google Scholar 

  40. Ng, C.W.W., Lu, H.: Effects of the construction sequence of twin tunnels at different depths on an existing pile. Can. Geotech. J. 51(2), 173–183 (2012)

    Article  Google Scholar 

  41. Sun, Q., Yang, M., Ran, X., et al.: Test study on tunnelling-induced soil movements and pile responses. J. Tongji Univ. (Nat. Sci.) 39(7), 989–993 (2011)

    Google Scholar 

  42. Boonsiri, I., Takemura, J.: Observation of ground movement with existing pile groups due to tunneling in sand using centrifuge modelling. Geotech. Geol. Eng. 33(3), 621–640 (2015)

    Article  Google Scholar 

  43. Kim, S.H.: Model testing and analysis of interactions between tunnels in clay. Doctoral dissertation, University of Oxford, Oxford, UK (1996)

    Google Scholar 

  44. Huang, D.Z., Ma, X.F., Wang, J.S., et al.: Centrifuge modelling of effects of shield tunnels on existing tunnels in soft clay. Chin. J. Geotech. Eng. 34(3), 520–527 (2012)

    Google Scholar 

  45. Ma, X.F., He, L.Q., Wang, J.S.: Centrifuge modeling on the effects of shield tunnel crossing below the existing tunnels in soft clay. J. Yangtze River Sci. Res. Inst. 29(1), 79–84 (2012)

    Google Scholar 

  46. Wei, S.W.: Centrifuge and Numerical studies of the influence of basement excavation on the underlying tunnel. Master’s dissertation, Tianjin University, Tianjin, China (2010)

    Google Scholar 

  47. Liang, F.Y., Chu, F., Song, Z., et al.: Centrifugal model test research on deformation behaviors of deep foundation pit adjacent to metro stations. Rock Soil Mech. 33(3), 657–664 (2012)

    Google Scholar 

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Authors and Affiliations

  1. Zhengzhou University, Zhengzhou, 450001, China

    Mingyu Li & Jibin Zhao

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  1. Mingyu Li
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  2. Jibin Zhao
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Correspondence to Mingyu Li .

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Editors and Affiliations

  1. Department of Geotechnical Engineering, Tongji University, Shanghai, China

    Dongmei Zhang

  2. Department of Geotechnical Engineering, Tongji University, Shanghai, China

    Xin Huang

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Li, M., Zhao, J. (2018). Progress of Research Advance on the Model Tests on the Interaction Between New Constructions and Adjacent Existing Buildings. In: Zhang, D., Huang, X. (eds) Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0017-2_54

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