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http://dx.doi.org/10.12989/gae.2022.29.1.025

Responses of high-rise building resting on piled raft to adjacent tunnel at different depths relative to piles  

Soomro, Mukhtiar Ali (School of Mechanics and Civil Engineering, China University of Mining and Technology)
Mangi, Naeem (Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology)
Memon, Aftab Hameed (Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology)
Mangnejo, Dildar Ali (Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science & Technology)
Publication Information
Geomechanics and Engineering / v.29, no.1, 2022 , pp. 25-40 More about this Journal
Abstract
In this study, 3D coupled-consolidation numerical parametric study was conducted to predict the deformation mechanism of a 20 storey building sitting on (4×4) piled raft (with length of piles, Lp=30 m) to adjacent 6 m diameter (D) tunnelling in stiff clay. The influences of different tunnel locations relative to piles (i.e., zt/Lp) were investigated in this parametric study. In first case, the tunnel was excavated near the pile shafts with depth of tunnel axis (zt) of 9 m (i.e., zt/Lp). In second and third cases, tunnels were driven at zt of 30 m and 42 m (i.e., zt/Lp = 1.0 and 1.4), respectively. An advanced hypoplastic clay model (which is capable of taking small-strain stiffness in account) was adopted to capture soil behaviour. The computed results revealed that tunnelling activity adjacent to a building resting on piled raft caused significant settlement, differential settlement, lateral deflection, angular distortion in the building. In addition, substantial bending moment, shear forces and changes in axial load distribution along pile length were induced. The findings from the parametric study revealed that the building and pile responses significantly influenced by tunnel location relative to pile.
Keywords
3D parametric study; 20 storey building: piled raft; different tunnel depths relative to pile length; tunnelling;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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1 Masin, D. (2005), "A hypoplastic constitutive model for clays", Int. J. Numer. Anal. Method. Geomech., 29(4), 311-336. https://doi.org/10.1002/nag.416.   DOI
2 Mayne, P.W. and Kulhawy, F.H. (1982), "Ko-ocr relationships in soil", J. Geotech. Eng.Division, 108(6), 851-872. https://doi.org/10.1061/ajgeb6.0001306.   DOI
3 Mica, L., Racansky, V. and Krasny, O. (2009), "Analysis of interaction of retaining walls with underground structures in clay.", Proceedings of the 2nd Int. Conf. on Computational Methods in Tunneling.
4 Mroueh, H. and Shahrour, I. (2003), "A full 3-d finite element analysis of tunneling-adjacent structures interaction", Comput. Geotech., 30(3), 245-253. https://doi.org/10.1016/s0266-352x(02)00047-2.   DOI
5 Franzius, J.N., Potts, D.M. and Burland, J.B. (2006), "The response of surface structures to tunnel construction", Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 159(1), 3-17.   DOI
6 Al-Tabbaa, A. (1978), "Permeability and Stress-Strain Response of Speswhite Kaolin", PhD thesis, University of Cambridge, UK.
7 Bai, X.D., Cheng, W.C., Ong, D.E. and Li, G. (2021), "Evaluation of geological conditions and clogging of tunneling using machine learning", Geomech. Eng., 25(1), 59-73. https://doi:10.12989/gae.2021.25.1.059.   DOI
8 Boldini, D., Losacco, N., Bertolin, S. and Amorosi, A. (2018), "Finite element modelling of tunnelling-induced displacements on framed structures.", Tunn. Undergr. Sp. Tech., 80, 222-231. https://doi.org/10.1016/j.tust.2018.06.019.   DOI
9 Franza, A. and DeJong, M.J. (2019), "Elastoplastic solutions to predict tunneling-induced load redistribution and deformation of surface structures", J. Geotech. Geoenviron. Eng., 145(4), 4019007. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002021.   DOI
10 Franza, A., Marshall, A.M., Haji, T., Abdelatif, A.O., Carbonari, S., and Morici, M. (2017), "A simplified elastic analysis of tunnel-piled structure interaction", Tunn. Undergr. Sp. Tech., 61, 104-21.   DOI
11 Bai, X.D., Cheng, W.C., Sheil, B.B. and Li, G. (2021), "Pipejacking clogging detection in soft alluvial deposits using machine learning algorithms", Tunn. Undergr. Sp. Tech., 113, 103908. https://doi:10.1016/j.tust.2021.103908   DOI
12 Soomro, M.A., Mangi, N., Mangnejo, D.A. and Memon, N.A. (2021c), "3D centrifuge and numerical modelling of lateral responses of a vertical loaded pile group to twin stacked tunnels", Eur. J. Environ. Civil Eng., 1-28. https://doi.org/10.1080/19648189.2021.1907227   DOI
13 Atkinson, J.H., Richardson, D. and Stallebrass, S.E. (1990), "Effect of recent stress history on the stiffness of overconsolidated soil", Geotechnique, 40(4), 531-540. https://doi.org/10.1680/geot.1990.40.4.531.   DOI
14 Bai, X.D., Cheng, W.C. and Li, G. (2021), "A comparative study of different machine learning algorithms in predicting EPB shield behaviour: A case study at the Xi'an metro, China", Acta Geotechnica, 16(12), 4061-4080. https://doi:10.1007/s11440-021-01383-7.   DOI
15 Fu, J., Yang, J., Zhang, X., Klapperich, H. and Abbas, S.M. (2014), "Response of the ground and adjacent buildings due to tunnelling in completely weathered granitic soil.", Tunn. Undergr. Sp. Tech., 43, 377-388. http://dx.doi.org/10.1016/j.tust.2014.05.022.   DOI
16 Burland, J.B., Broms, B.B. and de Mello, V.F.B. (1977), "Behavior of foundations and structures", Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering.
17 Boscardin, M.D. and Cording, E.J. (1989), "Building response to excavation-induced settlement", J. Geotech. Eng., 115(1), 1-21. https://doi.org/10.1061/(asce)0733-9410(1989)115:1(1)s.   DOI
18 Burd, H.J., Houlsby, G.T., Augarde, C.E. and Liu, G. (2000), "Modelling tunnelling-induced settlement of masonry buildings", Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 143(1), 17-29. https://doi.org/10.1007/bf02092073.   DOI
19 Caporaletti, P., Burghignoli, A. and Taylor, R. (2005), "Centrifuge study of tunnel movements and their interaction with structures", Geotechnical aspects of underground construction in soft ground: proceedings of the 5th international symposium TC28, Amsterdam, The Netherlands. CRC Press, London, UK. https://doi.org/10.1201/noe0415391245.ch10.   DOI
20 Farrell, R.P. (2010), "Tunnelling in Sands and the Response of Buildings".
21 Franza, A. and Marshall, A.M. (2018), "Centrifuge modeling study of the response of piled structures to tunneling", J. Geotech. Geoenviron. Eng., 144(2), 4017109. doi:10.1061/(ASCE)GT.1943-5606.0001751.   DOI
22 Powrie, W. (1986), "The Behavior of Diaphragm Walls in Clay PhD Thesis. University of Cambridge, UK."
23 O'Brien, A.S. (2012), "Chapter 52 foundation types and conceptual design principles", ICE manual of geotechnical engineering. Thomas Telford Ltd.
24 O'REILLY, M.P. and New, B.M. (1982), Settlements above Tunnels in the United Kingdom-Their Magnitude and Prediction. https://doi.org/10.1016/0148-9062(83)91768-0.   DOI
25 Parry, R.H.G. and Nadarajah, V. (1974), "Observations on laboratory prepared, lightly overconsolidated specimens of kaolin", Geotechnique, 24(3), 345-357. https://doi.org/10.1680/geot.1974.24.3.345.   DOI
26 Peck, R.B. (1969), "Deep excavations and tunneling in soft ground", Proceedings of the 7th ICSMFE, 1969.
27 Pickhaver, J.A., Burd, H.J. and Houlsby, G.T. (2010), "An equivalent beam method to model masonry buildings in 3d finite element analysis", Comput. Struct., 88(19-20), 1049-1063. https://doi.org/10.1016/j.compstruc.2010.05.006.   DOI
28 Giardina, G., Van de Graaf, A.V, Hendriks, M.A.N., Rots, J.G., and Marini, A. (2013), "Numerical analysis of a masonry facade subject to tunnelling-induced settlements", Eng. Struct., 54, 234-247. https://doi.org/10.1016/j.engstruct.2013.03.055.   DOI
29 Franzius, J.N., Potts, D.M., Addenbrooke, T.I. and Burland, J.B. (2004), "The influence of building weight on tunnelling-induced ground and building deformation", Soils Found., 44(1), 25-38. https://doi.org/10.3208/sandf.44.25.   DOI
30 Fu, J., Yu, Z., Wang, S. and Yang, J. (2018), "Numerical analysis of framed building response to tunnelling induced ground movements", Eng. Struct., 158, 43-66. https://doi.org/10.1016/j.engstruct.2017.11.039.   DOI
31 Soomro, M.A., Hong, Y., Ng, C.W.W., Lu, H. and Peng, S. (2015), "Load transfer mechanism in pile group due to single tunnel advancement in stiff clay", Tunn. Undergr. Sp. Tech., 45, 63-72. https://doi.org/10.1016/j.tust.2014.08.001.   DOI
32 Rasouli, H. and Fatahi, B. (2019), "A novel cushioned piled raft foundation to protect buildings subjected to normal fault rupture.", Comput. Geotech., 106, 228-248. https://doi.org/10.1016/j.compgeo.2018.11.002.   DOI
33 Ritter, S., Giardina, G., Franza, A. and DeJong, M.J. (2020), "Building deformation caused by tunneling: centrifuge modeling", J. Geotech. Geoenviron. Eng., 146(5), 4020017. https://doi.org/10.1061/(asce)gt.1943-5606.0002223.   DOI
34 Skempton, A.W. and MacDonald, D.H. (1956), "The allowable settlements of buildings.", Proceedings of the Institution of Civil Engineers, 5(6), 727-768. https://doi.org/10.1680/ipeds.1956.12202.   DOI
35 Goh, K.H. and Mair, R.J. (2011), "Building damage assessment for deep excavations in singapore and the influence of building stiffness", Geotech. Eng., 42, 1-12. https://doi.org/10.1201/b12748-119.   DOI
36 Herle, I. and Gudehus, G. (1999), "Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies", Mechanics of Cohesive-frictional Materials: An International Journal on Experiments, Modelling and Computation of Materials and Structures, 4(5), 461-486. https://doi.org/10.1002/(sici)10991484(199909)4:5%3C461::aid-cfm71%3E3.0.co;2-p.   DOI
37 Heama, N., Jongpradist, P., Lueprasert, P., Suwansawat, S. and Jamsawang, P. (2021), "Comparative effects of adjacent loaded pile row on existing tunnel by 2D and 3D simulation models", Geomech. Eng., 27(2),553-570.
38 Lee, C.J. (2012a), "Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil", Comput. Geotech., 42, 193-203. https://doi.org/10.1016/j.compgeo.2012.01.009.   DOI
39 Hu, W., Cheng, W.C., Wen, S. and Rahman, M.M. (2021), "Effects of chemical contamination on microscale structural characteristics of intact loess and resultant macroscale mechanical properties", CATENA, 203, 105361. https://doi:10.1016/j.catena.2021.105361.   DOI
40 Benz, T. (2007), "Small-strain stiffness and its numerical consequences", University of Stuttgart, Stuttgart, Germany,.
41 Lee, G.T.K. and Ng, C.W.W. (2005), "Effects of advancing open face tunneling on an existing loaded pile", J. Geotech. Geoenviron. Eng., 131(2), 193-201. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(193).   DOI
42 Son, M. and Cording, E.J. (2007), "Evaluation of building stiffness for building response analysis to excavation-induced ground movements", J. Geotech. Geoenviron. Eng., 133(8), 995-1002. https://doi.org/10.1061/(asce)1090-0241(2007)133:8(995).   DOI
43 Standards Australia. 2009a. "Concrete structures.", AS3600, Sydney, Australia.
44 Soomro, M.A., Mangi, N., Cheng, W.C. and Mangnejo, D.A. (2020), "The effects of multipropped deep excavation-induced ground movements on adjacent high-rise building founded on piled raft in sand", Adv. Civil Eng., 2020. https://doi.org/10.1155/2020/8897507   DOI
45 Soomro, M.A. (2021a), "3D finite element analysis of effects of twin stacked tunnels at different depths and with different construction sequence on a piled raft", Tunn.Undergr. Sp. Tech., 109, 103759.https://doi.org/10.1016/j.tust.2020.103759   DOI
46 Standards Australia (2002), "Structural design actions; Part 1 Permanent, imposed and other actions", AS1170.1, Sydney Australia: Standards Australia;
47 Standards Australia (2009b), "Piling design and installation.", AS2159, Sydney, Australia.
48 Taylor, R.N. and Grant, R.J. (1998), "Centrifuge modelling of the influence of surface structures on tunnelling induced ground movements.", Tunnels and Metropolises, 1, 261-266.
49 Soomro, M.A., Mangnejo, D.A., Saand, A. and Mangi, N. (2021b), "3D numerical analysis of a masonry facade subjected to excavation-induced ground deformation", Int. J. Geotech. Eng., 1-13. https://doi.org/10.1080/19386362.2021.1937853.   DOI
50 Soomro, M.A., Kumar, M., Xiong, H., Mangnejo, D.A. and Mangi, N. (2020), "Investigation of effects of different construction sequences on settlement and load transfer mechanism of single pile due to twin stacked tunnelling", Tunn. Undergr. Sp. Tech., 96. https://doi.org/10.1016/j.tust.2019.103171.   DOI
51 Standards Australia (2007), "Structural design actions; Part 4: Earthquake actions in Australia.", AS1170.4, Sydney, Australia.
52 Tang, D.K.W., Lee, K.M. and Ng, C.W.W. (2000), "Stress paths around a 3-d numerically simulated natm tunnel in stiff clay.", Geotechnical Aspects of Underground Construction in Soft Ground, 443.
53 Lee, S.W., Choy, C.K.M., Tse, S.C., Van Gool, F.R., Cheang, W.W. L. and Brinkgreve, R.B.J. (2012), "3D numerical modelling of tunnelling intersecting piles", Geotechnical aspects of underground construction in soft ground. CRC Press. https://doi.org/10.1201/b12748-123.   DOI
54 Xiang, Y., Jiang, Z. and He, H. (2008), "Assessment and control of metro-construction induced settlement of a pile-supported urban overpass", Tunn. Undergr. Sp. Tech., 23(3), 300-307. https://doi.org/10.1016/j.tust.2007.06.008.   DOI
55 Yiu, W.N., Burd, H.J. and Martin, C.M. (2017), "Finite-element modelling for the assessment of tunnel-induced damage to a masonry building", Geotechnique, 67(9), 780-794. https://doi.org/10.1680/jgeot.sip17.p.249.   DOI
56 Potts, D.M. and Addenbrooke, T.I. (1997), "A structure's influence on tunnelling-induced ground movements", Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 125(2), 109-125. https://doi.org/10.1680/igeng.1997.29233.   DOI
57 Taylor, R., Yip, D. and Jardine, F.M. (2001), "Centrifuge modelling on the effect of a structure on tunnelling-induced ground movements", Response of Buildings to Excavation-induced Ground Movements Conference. CIRIA.
58 Xue, Z.F., Cheng, W.C., Wang, L. and Song, G. (2021), "Improvement of the shearing behaviour of loess using recycled straw fiber reinforcement", KSCE J. Civil Eng., 1-17. https://doi:10.1007/s12205-021-2263-3.   DOI
59 Yang, M., Sun, Q., Li, W. and Ma, K. (2011), "Three-dimensional finite element analysis on effects of tunnel construction on nearby pile foundation.", J. Central South Univ., 18(3), 909-916. https://doi.org/10.1007/s11771-011-0780-9.   DOI
60 Lee, C.J. (2012b), "Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock", Tunn. Undergr. Sp. Tech., 32, 132-142. https://doi.org/10.1016/j.tust.2012.06.005.   DOI
61 Lee, C.J., Jeon, Y.J., Kim, S.H. and Park, I.J. (2016), "Geomech Eng, 11(4),553-570. https://doi.org/10.12989/gae.2016.11.4.553.   DOI
62 Loganathan, N., Poulos, H.G. and Stewart, D.P. (2000), "Centrifuge model testing of tunnelling-induced ground and pile deformations", Geotechnique, 50(3), 283-294. https://doi.org/10.1680/geot.2000.50.3.283.   DOI