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Buttress wall in limiting wall deformation caused by deep excavation: A case study for colluvial soil in Vietnam

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The objective of this study is to assess the impact of utilizing a BW (Buttress wall) to control the deflection of a diaphragm wall in colluvial soil conditions in Vietnam. The physical and mechanical properties of the colluvial layers are evaluated using data closely monitored during a specific project, serving as validation for 3D numerical simulations utilizing the Hardening Soil Model. The analysis results closely match the field monitoring data, which has tested the accuracy of the simulation model. This forms the basis for further investigations into the dimensional parameters of BW walls, including length, thickness, and spacing between them. The results obtained from the parametric study demonstrate that altering the wall length and spacing between BWvwalls significantly limits the deflection of the diaphragm wall, while changes in thickness have a negligible effect. Through the 3D numerical simulations, a linear relationship between the maximum wall deflection and parameters such as wall length and spacing between BW walls has been established.
Rocznik
Strony
477--492
Opis fizyczny
Bibliogr. 25 poz., il., tab.
Twórcy
autor
  • Faculty of Engineering, China University of Geosciences, Wuhan, China
autor
  • Faculty of Engineering, China University of Geosciences, Wuhan, China
autor
  • Department of Geotechnical Engineering, Civil Engineering Faculty, University of Transport Technology, Hanoi, Vietnam
autor
  • Faculty of Engineering, China University of Geosciences,Wuhan, China
autor
  • Faculty of Engineering, China University of Geosciences, Wuhan, China
Bibliografia
  • [1] J.F. Zhang, J.J. Chen, J.H. Wang, and Y.F. Zhu, “Prediction of tunnel displacement induced by adjacent excavation in soft soil”, Tunnel and Underground Space Technology, vol. 36, pp. 24-33, 2013, doi: 10.1016/j.tust.2013.01.011.
  • [2] M.G. Li, J.H. Wang, J.J. Chen, and Z.J. Zhang, “Responses of a newly built metro line connected to deep excavations in soft clay”, Journal of Performance of Construction Facilities, vol. 31, no. 6, 2017, doi: 10.1061/(ASCE)CF.1943-5509.0001091.
  • [3] R.P. Chen, F. Meng, Z.C. Li, Y. Ye, and J. Ye, “Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils”, Tunnel and Underground Space Technology, vol. 58, pp. 224-235, 2016, doi: 10.1016/j.tust.2016.06.002.
  • [4] M.G. Li, Z.J. Zhang, J.J. Chen, J.H. Wang, and A.J. Xu, “Zoned and staged construction of an underground complex in Shanghai soft clay”, Tunnel and Underground Space Technology, vol. 67, pp. 187-200, 2017, doi: 10.1016/j.tust.2017.04.016.
  • [5] A.R. Gaba, “Jet grouting at Newton station”, in Proceedings of the 10th Southeast Asia Geotechnical Conference. Taipei, 1990, pp. 77-79.
  • [6] G.B. Liu, C.W. Ng, and Z.W. Wang, “Observed performance of a deep multistrutted excavation in Shanghai soft clays”, Journal of Geotechnical and Geoenvironmental Engineering, vol. 131, no. 8, pp. 1004-1013, 2005, doi: 10.1061/(ASCE)1090-0241(2005)131:8(1004).
  • [7] S. Parashar, R. Mitchell, M.W. Hee, D. Sanmugnathan, E. Sloan, and G. Nicholson, “Performance monitoring of deep excavation at Changi WRP project, Singapore”, in Proceedings of the 7th International Symposium on Field Measurements in Geomechanics. ASCE,2007, pp. 1-12, doi: 10.1061/40940(307)25.
  • [8] H. Michalak and P. Przybysz, “Subsoil movements forecasting using 3D numerical modeling”, Archives of Civil Engineering, vol. 67, no. 1, pp. 367-385, 2021, doi: 10.24425/ace.2021.136478.
  • [9] E.M. Comodromos, M.C. Papadopoulou, and G.K. Konstantinidis, “Effects from diaphragm wall installation to surrounding soil and adjacent buildings”, Computers and Geotechnics, vol. 53, pp. 106-121, 2013, doi: 10.1016/j.compgeo.2013.05.003.
  • [10] J. Ko, J. Cho, and S. Jeong, “Nonlinear 3D interactive analysis of superstructure and piled raft foundation”, Engineering Structures, vol. 143, pp. 204-218, 2017, doi: 10.1016/j.engstruct.2017.04.026.
  • [11] K. Nepelski, “3D FEM Analysis of the Subsoil-Building Interaction”, Applied Sciences, vol. 12, no. 21, 2022, doi: 10.3390/app122110700.
  • [12] C.Y. Ou, Y.L. Lin, and P.G. Hsieh, “Case record of an excavation with cross walls and buttress walls”, Journal of GeoEngineering, vol. 1, no. 2, pp. 79-86, 2006, doi: 10.6310/jog.2006.1(2).4.
  • [13] P.G. Hsieh, C.Y. Ou, and Y.L. Lin, “Three-dimensional numerical analysis of deep excavations with cross walls”, Acta Geotechnica, vol. 8, no. 1, pp. 33-48, 2013, doi: 10.1007/s11440-012-0181-8.
  • [14] G.B. Liu, P. Huang, J.W. Shi, and C.W.W. Ng, “Performance of a deep excavation and its effect on adjacent tunnels in Shanghai soft clay”, Journal of Performance of Constructed Facilities, vol. 30, no. 6, 2016, doi: 10.1061/(ASCE)CF.1943-5509.0000891.
  • [15] A. Lim, P.G. Hsieh, and C.Y. Ou, “Evaluation of buttress wall shapes to limit movements induced by deep excavation”, Computer and Geotechnics, vol. 78, pp. 155-17, 2016, doi: 10.1016/j.compgeo.2016.05.012.
  • [16] A. Lim, C.Y. Ou, and P.G. Hsieh, “Investigation of the integrated retaining system to limit deformations induced by deep excavation”, Acta Geotechnica, vol. 13, no. 4, pp. 973-995, 2018, doi: 10.1007/s11440-017-0613-6.
  • [17] P.G. Hsieh and C.Y. Ou, “Mechanism of buttress walls in restraining the wall deflection caused by deep excavation”, Tunnelling and Underground Space Technology, vol. 82, pp. 542-553, 2018, doi: 10.1016/j.tust.2018.09.004.
  • [18] T. Schanz, P.A. Vermeer, and P.G. Bonnier, “The hardening soil model: formulation and verification”, in Beyond 2000 in Computational Geotechnics – 10 Years Plaxis. Routledge, 1999, pp. 281-296, doi: 10.1201/9781315138206-27.
  • [19] A. Lim, C.Y. Ou, and P.G. Hsieh, “Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions”, Journal of GeoEngineering, vol. 5, no. 1, pp. 9-20, 2010, doi: 10.6310/jog.2010.5(1).2.
  • [20] M. Calvello and R. Finno, “Selecting parameters to optimize in model calibration by inverse analysis”, Computers and Geotechnics, vol. 31, no. 5, pp. 410-424, 2004, doi: 10.1016/j.compgeo.2004.03.004.
  • [21] B.C.B. Hsiung, K.H. Yang, W. Aila, and L. Ge, “Evaluation of the wall deflections of a deep excavation in Central Jakarta”, Tunnelling and Underground Space Technology, vol. 72, pp. 84-96, 2018, doi: 10.1016/j.tust.2017.11.013.
  • [22] K.Y. Yong, “Learning lessons from the construction of Singapore buttress wall, colluvial soil, deep excavation, numerical analysis, limiting wall deformation Downtown line (DTL)”, presented at International Conference and Exhibition on Tunneling and Underground Space, 2015.
  • [23] ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95). American Concrete Institute (ACI), 1995, doi: 10.14359/51716937.
  • [24] A.T.C. Goh, F. Zhang, W. Zhang, Y. Zhang, and H. Liu, “A simple estimation model for 3D braced excavation wall deflection”, Computers and Geotechnics, vol. 83, pp. 106-113, 2017, doi: 10.1016/j.compgeo.2016.10.022.
  • [25] C.Y. Ou, P.G. Hsieh, and D.C. Chiou, “Characteristics of ground surface settlement during excavation”, Canadian Geotechnical Journal, vol. 30, no. 5, pp. 758-767, 1993, doi: 10.1139/t93-068.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-012cbd73-23ae-43df-98ea-f50f507c3376
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