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Train induced dynamic response of a pedestrian tunnel under a four-track surface railway for different soil water contents

  • Farghaly, Ahmed Abdelraheem (Department of Civil and Architectural Constructions, Faculty of Industrial Education, Sohag University) ;
  • Kontoni, Denise-Penelope N. (Department of Civil Engineering, Technological Educational Institute of Western Greece)
  • Received : 2018.05.09
  • Accepted : 2018.06.20
  • Published : 2018.11.20

Abstract

A reinforced concrete pedestrian tunnel is constructed under a four-track surface railway. Heavy rainfall and soil exposure to drying lead to soil with different water content throughout the year. A railway is an open utility that is subject to rainfall without control on the quantity of the water on it and when there is a tunnel under a railway, the water content of the soil around the tunnel is very influential. This research shows the effects of change of water content in the soil around a pedestrian tunnel under a four-track surface railway. The pedestrian tunnel and the soil block around the tunnel are modeled in 3D by the FEM and are studied under the vibrations induced by the moving trains on the four-track surface railway for different soil water contents and the effects of the soil water content on the dynamic behavior of the tunnel and the surrounding soil are demonstrated.

Keywords

References

  1. Abdelrahim, H.H.A., Enieb, M., Abdelmoamen Khalil, A. and Ahmed, A.S.H. (2015), "Twin tunnel configuration for Greater Cairo metro line No. 4", Comput. Geotech., 68, 66-77.
  2. Abdelrahim, H.H.A., Yehia, K., Ahmed, A. and El Sarif, W.M. (2017), "Properties affecting the compression capacity of helical piles in cohesive soils", Minia J. Eng. Technol., 36(1), 32-46.
  3. Aksoy, C.O., Uyar, G.G., Posluk, E., Ogul, K., Topal, I. and Kucuk, K. (2016), "Non-deformable support system application at tunnel-34 of Ankara-Istanbul high speed railway project", Struct. Eng. Mech., 58(5), 869-886. https://doi.org/10.12989/sem.2016.58.5.869
  4. Al-Omari, R.R., Al-Azzawi, A.A. and AlAbbas, K.A. (2016), "Behavior of piled rafts overlying a tunnel in sandy soil", Geomech. Eng., 10(5), 599-615. https://doi.org/10.12989/GAE.2016.10.5.599
  5. Al-Shayea, N.A. (2001), "The combined effect of clay and moisture content on the behavior of remolded unsaturated soils", Eng. Geol., 62(4), 319-342. https://doi.org/10.1016/S0013-7952(01)00032-1
  6. Bashar, M., Zhou, Y. and Jun, L. (2015), "Effect of soil strength and soil physical properties on performance of tillage machines", J. Earth Sci. Eng., 5, 251-255.
  7. Cui, S., Liu, P., Wang, X., Cao, Y. and Ye, Y. (2017), "Experimental study on deformation of concrete for shotcrete use in high geothermal tunnel environments", Comput. Concrete, 19(5), 443-449. https://doi.org/10.12989/cac.2017.19.5.443
  8. Ding, W.Q., Peng, Y.C., Yan, Z.G., Shen, B.W., Zhu, H.H. and Wei, X.X. (2013), "Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints", Struct. Eng. Mech., 45(3), 337-354. https://doi.org/10.12989/sem.2013.45.3.337
  9. Ding, Z., Wei, X.J. and Wei, G. (2017), "Prediction methods on tunnel-excavation induced surface settlement around adjacent building", Geomech. Eng., 12(2), 185-195. https://doi.org/10.12989/GAE.2017.12.2.185
  10. Do, N.A., Dias, D., Oreste, P. and Djeran-Maigre, I. (2014), "2D numerical investigations of twin tunnel interaction", Geomech. Eng., 6(3), 263-275. https://doi.org/10.12989/gae.2014.6.3.263
  11. Dong, Y., Wu, Y., Yin, J., Wang, Y. and Gou, S. (2011), "Investigation of soil shear-strength parameters and prediction of the collapse of gully walls in the black Soil region of Northeastern China", Phys. Geogr., 32(2), 161-178. https://doi.org/10.2747/0272-3646.32.2.161
  12. Fattah, M.Y., Hamoo, M.J. and Dawood, S.H. (2015), "Dynamic response of a lined tunnel with transmitting boundaries", Earthq. Struct., 8(1), 275-304. https://doi.org/10.12989/eas.2015.8.1.275
  13. Han, J.S., Won, B., Park, W.S. and Ko, J.H. (2016), "Transient response analysis by model order reduction of a Mokpo-Jeju submerged floating tunnel under seismic excitations", Struct. Eng. Mech., 57(5), 921-936. https://doi.org/10.12989/sem.2016.57.5.921
  14. Han, Y. and Liu, H. (2016), "Failure of circular tunnel in saturated soil subjected to internal blast loading", Geomech. Eng., 11(3), 421-438. https://doi.org/10.12989/GAE.2016.11.3.421
  15. Jafarnia, M. and Varzaghani, M.I. (2016), "Effect of near field earthquake on the monuments adjacent to underground tunnels using hybrid FEA-ANN technique", Earthq. Struct., 10(4), 757-768. https://doi.org/10.12989/eas.2016.10.4.757
  16. Khezri, N., Mohamad, H. and Fatahi, B. (2016), "Stability assessment of tunnel face in a layered soil using upper bound theorem of limit analysis", Geomech. Eng., 11(4), 471-492. https://doi.org/10.12989/GAE.2016.11.4.471
  17. Li, S.C., Wang, J.H., Chen, W.Z., Li, L.P., Zhang, Q.Q. and He, P. (2016a), "Study on mechanism of macro failure and micro fracture of local nearly horizontal stratum in super-large section and deep buried tunnel", Geomech. Eng., 11(2), 253-267. https://doi.org/10.12989/GAE.2016.11.2.253
  18. Li, S.C., Wu, J., Xu, Z.H., Li, L.P., Huang, X., Xue, Y.G. and Wang, Z.C. (2016b), "Numerical analysis of water flow characteristics after inrushing from the tunnel floor in process of karst tunnel excavation", Geomech. Eng., 10(4), 471-526. https://doi.org/10.12989/gae.2016.10.4.471
  19. Liu, X.R., Li, D.L., Wang, J.B. and Wang, Z. (2015), "Surrounding rock pressure of shallow-buried bilateral bias tunnels under earthquake", Geomech. Eng., 9(4), 427-445. https://doi.org/10.12989/gae.2015.9.4.427
  20. Mazek, S.A. (2014), "Evaluation of surface displacement equation due to tunneling in cohesionless soil", Geomech. Eng., 7(1), 55-73. https://doi.org/10.12989/gae.2014.7.1.055
  21. Nawel, B. and Salah, M. (2015), "Numerical modeling of two parallel tunnels interaction using three-dimensional Finite Elements Method", Geomech. Eng., 9(6), 775-791. https://doi.org/10.12989/gae.2015.9.6.775
  22. Nikadat, N. and Marji, M.F. (2016), "Analysis of stress distribution around tunnels by hybridized FSM and DDM considering the influences of joints parameters", Geomech. Eng., 11(2), 269-288. https://doi.org/10.12989/gae.2016.11.2.269
  23. Ozturk, H.T., Turkeli, E. and Durmus, A. (2016), "Optimum design of RC shallow tunnels in earthquake zones using artificial bee colony and genetic algorithms", Comput. Concrete, 17(4), 435-453. https://doi.org/10.12989/cac.2016.17.4.435
  24. Picoux, B. (2002), "Etude theorique et experimentale de la propagation dans le sol des vibrations emises par un trafic ferroviaire", Ph.D. Dissertation, Ecole Centrale of Nantes, Nantes, France (in French).
  25. Picoux, B. and Le Houedec, D. (2005), "Diagnosis and prediction of vibration from railway trains", Soil Dyn. Earthq. Eng., 25(12), 905-921. https://doi.org/10.1016/j.soildyn.2005.07.002
  26. SAP2000(R) Version 17 (2015), Integrated Software for Structural Analysis and Design, Computers and Structures, Inc., Walnut Creek, California and New York, U.S.A., .
  27. Sevim, B. (2013), "Assessment of 3D earthquake response of the Arhavi Highway tunnel considering soil-structure interaction", Comput. Concrete, 11(1), 51-61. https://doi.org/10.12989/cac.2013.11.1.051
  28. Wells, L.G. and Treesuwan, O. (1978), "The response of various soil strength indices to changing water content and bulk density", T. ASAE, 21(5), 854-861. https://doi.org/10.13031/2013.35401
  29. Yang, X.L. and Li, W.T. (2017), "Reliability analysis of shallow tunnel with surface settlement", Geomech. Eng., 12(2), 1243-1252.
  30. Yang, X.L., Xu, J.S., Li, Y.X. and Yan, R.M. (2016), "Collapse mechanism of tunnel roof considering joined influences of nonlinearity and non-associated flow rule", Geomech. Eng., 10(1), 21-35. https://doi.org/10.12989/GAE.2016.10.1.021
  31. Yoo, C. (2016), "Effect of spatial characteristics of a weak zone on tunnel deformation behavior", Geomech. Eng., 11(1), 41-58. https://doi.org/10.12989/gae.2016.11.1.041
  32. Yuan, Y.C., Li, S.C., Zhang, Q.Q., Li, L., Shi, S.S. and Zhou, Z.Q. (2016), "Risk assessment of water inrush in karst tunnels based on a modified grey evaluation model: Sample as Shangjiawan tunnel", Geomech. Eng., 11(4), 493-513. https://doi.org/10.12989/gae.2016.11.4.493
  33. Zhao, H., Liu, X., Bao, Y. and Yuan, Y. (2017), "Nonlinear simulation of tunnel linings with a simplified numerical modelling", Struct. Eng. Mech., 61(5), 593-603. https://doi.org/10.12989/sem.2017.61.5.593
  34. Zheng, G., Du, Y., Cheng, X., Diao, Y., Deng, X. and Wang, F. (2017), "Characteristics and prediction methods for tunnel deformations induced by excavations", Geomech. Eng., 12(3), 361-397. https://doi.org/10.12989/gae.2017.12.3.361
  35. Zhou, X., Hu, H., Jiang, B., Zhou, Y. and Zhu, Y. (2016), "Numerical analysis on stability of express railway tunnel portal", Struct. Eng. Mech., 57(1), 1-20. https://doi.org/10.12989/sem.2016.57.1.001

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