Abstract
This research presents the concrete tunnel-pile interaction behaviors under dynamic loading considering dry local sand in Bangladesh. For this reason, the shake table test has been conducted in the BUET (Bangladesh University of Engineering and Technology) concrete laboratory considering the relative densities of the dry local sand of 27%, 41%, and 55%. The dynamic loading is of sinusoidal form with frequencies of 1 Hz, 3 Hz, 5 Hz, and 7 Hz for the peak ground acceleration of 0.05 g. The interactive performance of the tunnel-pile model is evaluated in terms of the tunnel moment, tunnel strain, and displacements. The numerical simulation is performed by using the finite element-based code PLAXIS3D. The validation results of PLAXIS3D with the previous studies are found to be approximately 5% which shows a reasonable agreement. The experimental results of the tunnel-pile interaction model are compared to the previous field studies and numerical analysis to obtain the ranges of variations of results of (1 ~ 4.2)% and (5 ~ 10)%, respectively. The interaction zone shows the maximum SRSS (square root sum of squares) responses of the tunnel strain and moment based on the experimental study due to the influence of piles on the tunnel body. In addition, the SRSS vertical displacement of sand shows the lower value to compare the tunnel lateral and vertical displacements due to the higher damping of the sand than the tunnel and piles with caps.
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References
Bai Y, Yang Z, Jiang Z (2014) Key protection techniques adopted and analysis of the influence on adjacent buildings due to the Bund Tunnel construction. Tunn Undergr Space Technol 41:24–34
Franza A et al (2017) A simplified elastic analysis of tunnel-piled structure interaction. Tunn Undergr Space Technol 61:104–121
Haque MF (2022) Bi-directional effects on the tunnel-soil-pile interaction under seismic loadings. J GeoEng 17(3):165–173
Haque MF (2023a) Numerically liquefaction analysis of tunnel-sand-pile interaction (TSPI) under seismic excitation. Geomech Tunn 16(2):193–204
Haque MF (2023b) Nonlinear anisotropic finite element analysis of liquefiable tunnel-sand-pile interaction under seismic excitation. Deep Undergr Sci Eng 2(3):275–285
Haque MF, Ansary MA (2023a) Liquefiable concrete tunnel-sand-pile interaction response under seismic excitations Geotechnical and Geological Engineering
Haque MF, Ansary MA (2023b) Seismically evaluate liquefaction-induced steel tunnel-sand-pile interaction (TSPI) response. J Earthq Tsunami 17(5):1–36
Hossain M, Ansary M (2018) Development of a portable traveling pluviator device and its performance to prepare uniform sand specimens. Innov Infrastruct Solut 3(1):1–12
Hun GK, Gerald NSS, Chou WK (2016) Case histories of bored tunnelling below buildings in Singapore downtown line. Int J Geoeng Case Histories 3(3):149–160
Hussein AF, El Naggar MH (2021) Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils. Soil Dyn Earthq Eng 149:1–18
Iai S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils Found 29(1):105–118
Itasca, (1997) FLAC 3D User Manual. Itasca Consulting Group, USA
Klar A, Marshall A (2008) Shell versus beam representation of pipes in the evaluation of tunneling effects on pipelines. Tunn Undergr Space Technol 23(4):431–437
Lee R, Turner A, Whitworth L (1994) Deformations caused by tunneling beneath a pilled structure. ICSMFE, New Delhi India, pp 873–878
Lee SW, Cheang W, Swolfs W. & Brinkgreve R, 2009. Plaxis-GiD modelling of tunnel-pile interaction. Bochum, Aedificatio, pp. 1–8
Loganathan N, Poulos H, Xu K (2001) Ground and pile-group response due to tunneling. Soils Found 41(1):57–67
Marshall AM, Haji T (2015) An analytical study of tunnel–pile interaction. Tunn Undergr Space Technol 45:43–51
Mazek S, Almannaei H (2013) Finite element model of Cairo metro tunnel-Line 3 performance. Ain Shams Eng 4:709–716
Pang C 2006. The effects of tunnel construction on nearby pile foundation Ph.D. Thesis, Department of Civil Engineering, National University of Singapore
Sahare A, Ueda K, Uzuoka R (2022) Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground. Soil Dyn Earthq Eng 152:1–26
Senthilnath G, Velu D (2016) Stacked tunnelling induced surface settlements in soft soil — a case study from Singapore. Int J Geoeng Case Histories 3(3):162–175
Xu K, Poulos H (2001) 3-D elastic analysis of vertical piles subjected to “passive” loadings. Comput Geotech 28(5):349–375
Yue F, Liu B, Zhu B, Jiang X, Chen L, Liao K (2021) Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground. Soil Dyn Earthq Eng 141:1–18
Zhang Z et al (2018) Simplified solution for tunnel-soil-pile interaction in Pasternak’s foundation model. Tunn Undergr Space Technol 78:146–158
Zhou H et al (2021) Centrifuge and numerical modelling of the seismic response of tunnels in two-layered soils. Tunn Undergr Space Technol 113:1–16
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Md. Foisal Haque: conceptualization, testing, analysis, data manipulation, writing and editing. Mehedi Ahmed Ansary: reviewing and re-sources.
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Haque, M.F., Ansary, M.A. Concrete tunnel-pile interaction in local sand of Bangladesh under dynamic loading. Arab J Geosci 17, 137 (2024). https://doi.org/10.1007/s12517-024-11947-y
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DOI: https://doi.org/10.1007/s12517-024-11947-y