1. bookVolume 16 (2021): Edition 2 (December 2021)
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29 Mar 2013
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A simplified 3D model for existing tunnel response to piles construction

Publié en ligne: 30 Dec 2021
Volume & Edition: Volume 16 (2021) - Edition 2 (December 2021)
Pages: 87 - 103
Détails du magazine
License
Format
Magazine
eISSN
1338-7278
Première parution
29 Mar 2013
Périodicité
2 fois par an
Langues
Anglais

[1] Chen, L. T., Poulos, H.G. and Loganathan, N. (1999). Pile response caused by tunneling. Journal of Geotechnical and Geoenvironmental Engineering. ASCE 125(3), 207-215.10.1061/(ASCE)1090-0241(1999)125:3(207) Search in Google Scholar

[2] Coutts, D. R. and Wang, J (2000). Monitoring of reinforced concrete piles under horizontal and vertical loads due to tunneling. Tunnels and Underground Structures. 514-546. Search in Google Scholar

[3] Loganathan, N., Poulos, H.G. & Xu, K.J. (2001) Ground and pile-group responses due to tunnelling. Soils and Foundations 41(1), 57-67.10.3208/sandf.41.57 Search in Google Scholar

[4] Lee, G.T.K. and Ng, W.W.C. (2005) Effects of advancing open face tunnelling on an existing loaded pile. Journal of Geotechnical and Geoenvironmental Engineering. 131(2), 193-201.10.1061/(ASCE)1090-0241(2005)131:2(193) Search in Google Scholar

[5] Cheng, C. Y., Dasari, G.R., Chow, Y.K. and Leung, C.F (2007). Finite element analysis of tunnel-soil-pile interaction using displacement controlled model. Tunnelling and Underground Space Technology 22(4), 450-466.10.1016/j.tust.2006.08.002 Search in Google Scholar

[6] Surjadinata J, Hull T S, Carter J P, Poulos H G (2006). Combined finite- and boundary-element analysis of the effects of tunneling on single piles. International Journal of Geomechanics 6(5), 374−377.10.1061/(ASCE)1532-3641(2006)6:5(374) Search in Google Scholar

[7] Emilio Bilotta, Gianpiero Russo, Carlo Viggiani (2008). Numerical analysis of piles to reduce ground movements induced by shallow tunnelling. Rivista Italiana di Geotecnica 2, 24-30. Search in Google Scholar

[8] Nahla M. Salim, Sherine Jafaar Lafta (2017). The Impact of Driving and Loading Piles on Existing Tunnel. Imperial Journal of Interdisciplinary Research (IJIR), 3(7), 262–270. Search in Google Scholar

[9] Nahla M. Salim, Sherine Jafaar Lafta (2020). Effect of a driven pile on an existing tunnel. Journal of Engineering and Sustainable Development. 24(1), 94–109.10.31272/jeasd.24.1.7 Search in Google Scholar

[10] Yao J, Taylor R N, Mc Namara M A, (2006). The effects of pored pile installation on existing tunnels. Proc of 6th International conference on Physical modelling in Geotechnics. Hong Kong10.1201/NOE0415415866.ch176 Search in Google Scholar

[11] Arunkumar, S. Ayothiraman, R (2010). Effect of Vertically Loaded Pile on Existing Urban Tunnel in Clay. Indian Geotechnical Conference, 16–18. Search in Google Scholar

[12] Felix Christian Schroeder (2002). The influence of bored piles on existing tunnels. PhD thesis, Department of civil and Environmental Engineering, University of London. Search in Google Scholar

[13] Mroueh, M. & Shahrour, I. (2002). Three-dimensional finite element analysis of the interaction between tunneling and pile foundations. Int. J. Numer. Anal. Meth. Geomech. 26, 217-230.10.1002/nag.194 Search in Google Scholar

[14] Loganathan, N. & Poulos, H.G. (1999) Tunnelling induced ground deformations and their effect on adjacent piles. Proc. 10 the Australian Tunnelling Conference, (241-250). Melbourne. Search in Google Scholar

[15] Barakat, M.A (1996). Measurements of ground settlement and building deformations due to Tunnelling. PhD. thesis, Imperial College, University of London. Search in Google Scholar

[16] Mehmet Rifat Kahyaoglu, Gökhan Imançli, Okan Önal, and Arif S. Kayalar (2012). Numerical Analyses of Piles Subjected to Lateral Soil Movement. KSCE Journal of Civil Engineering 16(4), 562-570.10.1007/s12205-012-1354-6 Search in Google Scholar

[17] M. Wasif Naqvi, Mohd. Ahmadullah Farooqi (2018) Effect of Piled Structures on the Tunnel Stability for Different Pile-Tunnel Configurations. ISGTI 2018. 2018: Delhi, India.10.1007/978-981-13-6701-4_22 Search in Google Scholar

[18] Higgins, K.G., Chudleigh, I., StJohn, H.D. & Potts, D.M. (1999) An example of pile tunnel interaction problems. Proc. Int. Symp. on Geotechnical Aspects of Underground Construction in Soft Ground, (99-103). Balkema. Search in Google Scholar

[19] Mohammed Y. Fattah, Nahla M. Salim and Asaad M.B. Al-Gharrawi (2018). Effect of Pile Diameter on the Behavior of Fully Plugged Pipe Pile Group in Sandy Soil. 14th ASEC conference in Jordan. 2018 (12-15): Jordan University of Science & Technology. Search in Google Scholar

[20] Xu Huang, Helmut F. Schweiger and Hongwei Huang (2013). Influence of Deep Excavations on Nearby Existing Tunnels. International Journal of Geomechanics ASCE (13) 17-18.10.1061/(ASCE)GM.1943-5622.0000188 Search in Google Scholar

[21] Nahla M. Salim, Sherine Jafaar Lafta (2020). The Effect of Group of Piles on Existing Tunnel. IOP Conf. Series: Materials Science and Engineering 737. DOI:10.1088/1757-899X/737/1/012093.10.1088/1757-899X/737/1/012093 Search in Google Scholar

[22] Hefny, A.M., Chua, H.C. and Jhao, J. (2004) Parametric studies on the interaction between Existing and new bored tunnels. Tunn. Undergr. Space Technol 19, 4-5. Search in Google Scholar

[23] M. Karakuş, RJ. Fowell (2002). Effects of lining thickness on settlement and hoop stress for a tunnel driven in soft ground. The 6th Regional Rock Mechanics Symposium. (299-304). Search in Google Scholar

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