469
Views
20
CrossRef citations to date
0
Altmetric
Original Articles

Analysis on deformation and structural safety of a novel concrete-filled steel tube support system in loess tunnel

, , &
Pages 39-59 | Received 15 Oct 2016, Accepted 20 Aug 2018, Published online: 01 Mar 2019

References

  • AISC Inc. (1999). Load and resistance factor design specification for structural steel buildings. Chicago, IL: American Institute of Steel Construction, Inc.
  • Bae, G. J., Shin, H. S., Sicilia, C., Choi, Y. G., & Lim, J. J. (2005). Homogenization framework for three-dimensional elastoplastic finite element analysis of a grouted pipe-roofing reinforcement method for tunneling. International Journal for Numerical and Analytical Methods in Geomechanics, 29, 1–24. doi:10.1002/nag.402
  • Carranza-Torres, C., & Fairhurst, C. (2000). Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion. Tunnelling and Underground Space Technology, 5(2), 187–213. doi:10.1016/S0886-7798(00)00046-8
  • Chang, S. B., & Zhang, S. M. (Eds.). (2007). Engineering geology manual (4th ed.). Beijing: China Architecture & Building Press. (In Chinese).
  • Chang, X., Luo, X. L., Zhu, C. X., & Tang, C. A. (2014). Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions. Tunnelling and Underground Space Technology, 43, 41–48. doi:10.1016/j.tust.2014.04.002
  • Dijkstra, T. A. (2001). Geotechnical thresholds in the Lanzhou loess of China. Quaternary International, 76–77, 21–28.
  • Dijkstra, T. A., Smalley, I. J., & Rogers, C. D. F. (1995). Particle packing in loess deposits and the problem of structure collapse and hydroconsolidation. Engineering Geology, 40(1–2), 49–64.
  • Do, N. A., Dias, D., Oreste, P., & Maigre, I. D. (2014). Three-dimensional numerical simulation for mechanized tunnelling in soft ground: The influence of the joint pattern. Acta Geotechnica, 9(4), 673–694. doi:10.1007/s11440-013-0279-7
  • Drucker, D. C., & Prager, W. (1952). Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics, 10(2), 157–165.
  • Eisenstein, Z., & Branco, P. (1991). Convergence—Confinement method in shallow tunnels. Tunnelling and Underground Space Technology, 6(3), 343–346. doi:10.1016/0886-7798(91)90146-U
  • Evirgen, B., Tuncan, A., & Taskin, K. (2014). Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression. Thin-Walled Structures, 80, 46–56. doi:10.1016/j.tws.2014.02.022
  • Fang, Q., Zhang, D. L., & Wong, L. N. Y. (2012). Shallow tunnelling method (STM) for subway station construction in soft ground. Tunnelling and Underground Space Technology, 29, 10–30. doi:10.1016/j.tust.2011.12.007
  • Fang, Y., Yao, Z. G., Walton, G., Fu, Y. P. (2018). Liner Behavior of a Tunnel Constructed Below a Caved Zone. KSCE Journal of Civil Engineering. doi:10.1007/s12205-018-1162-8
  • Farias, M. M., Moraes, J. A. H., & Assis, A. P. (2004). Displacement control in tunnels excavated by the NATM: 3-D numerical simulations. Tunnelling and Underground Space Technology, 19(3), 283–293. doi:10.1016/j.tust.2003.11.006
  • Feng, S. J., Du, F. L., Shi, Z. M., Shui, W. H., & Tan, K. (2015). Field study on the reinforcement of collapsible loess using dynamic compaction. Engineering Geology, 185, 105–115. doi:10.1016/j.enggeo.2014.12.006
  • Gao, X. Q., Zhu, Y. Q., & Ye, C. L. (2011). Survey and analysis of the regularity of the surface crack in the loess tunnel of the special passenger line. Applied Mechanics and Materials, 90–93, 2258–2264.
  • Gao, Y. F., Wang, B., Wang, J., Li, B., Xing, F., Wang, Z. G., & Jin, T. L. (2010). Test on structural property and application of concrete-filled steel tube support of deep mine and soft rock roadway. Chinese Journal of Rock Mechanics and Engineering, S1, 2604–2609. (In Chinese)
  • GB 50936-2014. (2014). Technical codes for concrete filled steel tubular structures. Beijing: China Architecture & Building Press (In Chinese).
  • Gu, S. C., & Shi, X. D. (2013). Study of application of concrete-filled steel tube arch in soft rock roadway. Journal of Building Structures, S1, 359–364. doi:10.14006/j.jzjgxb.2013.s1.001 (In Chinese)
  • Han, L. H., & An, Y. F. (2014). Performance of concrete-encased CFST stub columns under axial compression. Journal of Constructional Steel Research, 93, 62–76. doi:10.1016/j.jcsr.2013.10.019
  • Han, L. H., Li, W., & Bjorhovde R. (2014). Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. Journal of Constructional Steel Research, 100, 211–228. doi:10.1016/j.jcsr.2014.04.016
  • He, B. G., Zhu, Y. Q., Ye, C. L., & Zhang, Z. Q. (2011). Model test for dynamic construction mechanical effect of large-span loess tunnel. Journal of Shanghai Jiaotong University (Science), 16(1), 112–117. doi:10.1007/s12204-011-1103-x
  • Hill, R. (1963). Elastic properties of reinforced solids: Some theoretical principles. Journal of the Mechanics and Physics of Solids, 11, 357–372.
  • JTC D70-2004. (2004). Code for design of road tunnel. Beijing: China Communications Press. (In Chinese)
  • Lai, H. P., Song, W. L., Liu, Y. Y., & Chen, R. (2017). Influence of flooded loessial overburden on the tunnel lining: Case study. Journal of Performance of Constructed Facilities, 31(6). doi:10.1061/(ASCE)CF.1943-5509.0001100
  • Lai, J. X., He, S. Y., Qiu, J. L., Chen, J. X., Wang, L. X., Wang, K., & Wang J. B. (2017). Characteristics of Seismic Disasters and Aseismic Measures of Tunnels in Wenchuan Earthquake. Environmental Earth Sciences, 76, 94.  doi:10.1007/s12665-017-6405-3
  • Lai, J. X., Mao, S., Qiu, J. L., Fan, H. B., Zhang, Q., Hu, Z. N., Chen, J. X. (2016). Investigation progresses and applications of fractional derivative model in geotechnical engineering. Mathematical Problems in Engineering, 2016,. Article ID 9183296, 15 pages. doi: 10.1155/2016/9183296
  • Lai, J. X., Niu, F. Y., Wang, K., Chen, J. X., Qiu, J. L., Fan, H. B., & Hu, Z. N. (2016). Dynamic effect of metro-induced vibration on the rammed earth base of the Bell Tower. SpringerPlus. doi:10.1186/s40064-016-2627-1.
  • Lai, J. X., Qiu, J. L., Fan, H. B., Zhang, Q., Hu, Z. N., Wang, J. B., & Chen, J. X. (2016). Fiber bragg grating sensors-based in-situ monitoring and safety assessment of loess tunnel. Journal of Sensors, 2016. doi:10.1155/2016/8658290
  • Lai, J. X., Qiu, J. L., Feng, Z. H., Chen, J. X., & Fan, H. B. (2016). Prediction of soil deformation in tunnelling using artificial neural networks. Computational Intelligence and Neuroscience, 2016. doi:10.1155/2016/6708183
  • Lai, J. X., Wang, K. Y., Qiu, J. L., Niu, F. Y., Wang, J. B., & Chen, J. X. (2016). Vibration response characteristics of the cross tunnel structure. Shock and Vibration, 2016, Article ID 9524206. doi:10.1155/2016/9524206
  • Lai, J. X., Wang, X. L., Qiu, J. L., Zhang, G. Z., Chen, J. X., Xie, Y. L., & Luo, Y. B. (2018). A state-of-the-art review of sustainable energy based freeze proof technology for cold-region tunnels in China. Renewable and Sustainable Energy Reviews, 82, 3554–3569. doi:10.1016/j.rser.2017.10.104
  • Li, P. F., Zhao, Y., & Zhou, X. J. (2016). Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method. Tunnelling and Underground Space Technology, 51, 41–55. doi:10.1016/j.tust.2015.10.009
  • Li, S. C., Shao, X., Jiang, B., Wang, Q., Wang, F. Q., Ren, Y. X., … Ding, G. L. (2015). Study of the mechanical characteristics and influencing factors of concrete arch confined by square steel set in deep roadways. Journal of China University of Mining & Technology, 44(3), 400–408. doi:10.13247/j.cnki.jcumt.000322 (In Chinese)
  • Li, W. T., Wang, Q., Yang, N., Li, T. C., Wang, G., Zhang, Y. H., & Xuan, C. (2016). Development and present status of concrete-filled steel tubular supporting arch in mine roadway. China Civil Engineering Journal, 49(11), 97–114 + 128. doi:10.15951/j.tmgcxb.2016.11.011 (In Chinese)
  • Li, Y., Yang, Y., Yu, H., Roberts, G. (2018). Principal Stress Rotation under Bidirectional Simple Shear Loadings. KSCE Journal of Civil Engineering, 22(5), 1651-1660. doi:10.1007/s12205-017-0822-4
  • Liu, Z. D. (1997). Mechanics of loess and engineering. China: Shaanxi Science and Technology Press (In Chinese).
  • Luo, Y. B., Chen, J. X., Chen, Y., Diao, P. S., & Qiao, X. (2018). Longitudinal deformation profile of a tunnel in weak rock mass by using the back analysis method. Tunnelling and Underground Space Technology, 71, 478–493. doi:10.1016/j.tust.2017.10.003
  • Luo, Y. B., Chen, J. X., Gao, S. T., Deng, X. H., & Diao, P. S. (2017). Stability analysis of super-large-section tunnel in loess ground considering water infiltration caused by irrigation. Environmental Earth Sciences, 76, 763. doi:10.1007/s12665-017-7106-7
  • Oreste, P. P. (2003). Analysis of structural interaction in tunnels using the covergence–confinement approach. Tunnelling and Underground Space Technology, 18(4), 347–363. doi:10.1016/S0886-7798(03)00004-X
  • Q/CR 9511-2014. (2014). Technical codes for railway tunnel in loess. Beijing: China Railway Press (In Chinese).
  • Qiu, J. L., Liu, H. Q., Lai, J. X., Lai, H. P., Chen, J. X., Wang, K. (2018). Investigating the long-term settlement of a tunnel built over improved loessial foundation soil using jet grouting technique. Journal of Performance of Co structed Facilities, 32(5). doi:10.1061/(ASCE)CF.1943-5509.0001155
  • Qiu, J. L., Qin, Y. W., Lai, J. X., Wang, K., Niu, F. Y., Wang, H., Zhang, G. L. (2018). Structural response of the metro tunnel under local dynamic water environment in loess strata. Geofluids. In press
  • Qiu, J. L., Wang, X. L., He, S. Y., Liu, H. Q., Lai, J. X., & Wang, L. X. (2017). The Catastrophic Landside in Maoxian County, Sichuan, SW China on June 24. Natural Hazards, 89(3), 1485–1493. doi:10.1007/s11069-017-3026-9
  • Qiu, J. L., Wang, X. L., Lai, J. X., Zhang, Q., Wang, J. B. (2018). Response characteristics and preventions for seismic subsidence of loess in Northwest China. Natural Hazards. Vol. 92, Issue 3, pp. 1909–1935. doi:10.1007/s11069-8-3272-5
  • Qiu, J. L., Xie, Y. L., Fan, H. B., Wang, Z. C., & Zhang, Y. W. (2017). Centrifuge modelling of twin-tunnelling induced ground movements in loess strata. Arabian Journal of Geosciences, 10, 493. doi:10.1007/s12517-017-3297-1
  • Ren, R., Xu, S. S., Ren, Z. D., Zhang, S. Z., Wang, H., Wang, X. L., He, S. Y. (2018). Numerical Investigation of Particle Concentration Distribution Characteristics in Twin-tunnel Complementary Ventilation System. Mathematical Problems in Engineering. Vol. 2018. Article ID 1329187, 13 pages. doi:10.1155/2018/1329187
  • Tonon, F. (2010). Sequential excavation, NATM and ADECO: What they have in common and how they differ. Tunnelling and Underground Space Technology, 25(3), 245–265. doi:10.1016/j.tust.2009.12.004
  • Wang, H. B., Xu, M., & Song, E. X. (2009). Transverse- isotropic-elastic homogenization model of pre-support. Journal of South China University of Technology (Natural Science Edition), 37(12), 127–131 (in Chinese).
  • Wang, Q., Jiang, B., Li, Y., Shao, X., Wang, F. Q., Li, S. C., … Ruan, G. Q. (2015). Mechanical behaviors analysis on a square-steel-confined-concrete arch centering and its engineering application in a mining project. European Journal of Environmental and Civil Engineering, 21(4). doi:10.1080/19648189.2015.1124809
  • Wang, Z. C., Hu, Z., Lai, J. X., Wang H., Wang, K., Zan, W. B. (2018). Settlement characteristics of jacked box tunneling underneath a highway embankment. Journal of Performance of Constructed Facilities. doi:10.1061/(ASCE)CF.1943-5509.0001269
  • Wang, Z. C., Xie, Y. L., Qiu, J. L., Zhang, Y. W., & Fan, H. B. (2017). Field experiment on soaking characteristics of collapsible loess. Advances in Materials Science and Engineering, 2017. doi:10.1155/2017/6213871
  • Wang, Z. F., Shen, S. L., Cheng, W. C. (2018). Simple method to predict ground displacements caused by installing horizontal jet-grouting columns. Mathematical Problems in Engineering. Vol. 2018. Article ID 1897394, 11 pages. doi:1
  • Wen, B. P., & Yan, Y. J. (2014). Influence of structure on shear characteristics of the unsaturated loess in Lanzhou, China. Engineering Geology, 168, 46–58. doi:10.1016/j.enggeo.2013.10.023
  • Wong, L. N. Y., Fang, Q., & Zhang, D. L. (2013). Mechanical analysis of circular tunnels supported by steel sets embedded in primary linings. Tunnelling and Underground Space Technology, 37, 80–88. doi:10.1016/j.tust.2013.03.011
  • Xiao, J. Z., Dai, F. C., Wei, Y. Q., Min, H., Xu, C., Tu, X. B., & Wang, M. L. (2014). Cracking mechanism of secondary lining for a shallow and asymmetrically-loaded tunnel in loose deposits. Tunnelling and Underground Space Technology, 43, 232–240. doi:10.1016/j.tust.2014.05.013
  • Yan, Q. X., Chen, H., Chen, W. Y., Zhang, J. C., Huang, X. (2018). Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration Load. Shock and vibration. 2018. Article ID 9525680, 14pages. doi:10.1155/2018/9525680
  • Yan, Q., Li, S. C., Xie, C., & Li, Y. (2018). Analytical solution for bolted tunnels in expansive loess using the convergence-confinement method. International Journal of Geomechanics, 18(1). doi:10.1061/(ASCE)GM.1943-5622.0000989
  • Yan, Q. X., Li, B. J., Deng, Z. X., Li, B. (2018). Dynamic Responses of Shield Tunnel Structures with and without Secondary Lining upon impact by a derailed train. Structural Engineering and Mechanics. Vol. 65, No. 6, pp. 741–750. doi:10.12989/sem.2018.65.6.741
  • Yoo, C. (2009). Performance of multi-faced tunnelling – A 3D numerical investigation. Tunnelling and Underground Space Technology, 24(5), 562–573. doi:10.1016/j.tust.2009.02.005
  • Zhang, D. L., Fang, Q., Li, P. F., & Wong, L. N. Y. (2013). Structural responses of secondary lining of high-speed railway tunnel excavated in loess ground. Advances in Structural Engineering, 16(8), 1371–1379. doi:10.1260/1369-4332.16.8.1371
  • Zhang, H. J., Wang, Z. Z., Lu, F., Xu, G. Y., & Qiu, W. G. (2018). Analysis of the displacement increment induced by removing temporary linings and corresponding countermeasures. Tunnelling and Underground Space Technology, 73, 236–243. doi:10.1016/j.tust.2017.12.025
  • Zhang, W. J., Li, W. T., Yang, N., Wang, Q., Li, T. C., & Wang, G. (2017). Determination of the bearing capacity of a concrete-filled steel tubular arch support for tunnel engineering: Experimental and theoretical studies. KSCE Journal of Civil Engineering, 21(7), 2932–2945. doi:10.1007/s12205-017-1418-8
  • Zhang, Z. Q., Li, H. Y., Yang, H. Y., Wang, B. (2018). Failure modes and face instability of shallow tunnels under soft grounds. International Journal of Damage Mechanics. doi:10.1177/1056789518773135
  • Zhang, Z. Q., Shi, X. Q., Wang, B., Li, H. Y. (2018). Stability of NATM tunnel faces in soft surrounding rocks. Computers and Geotechnics. 96, 90–102. doi:10.1016/j.compgeo.2017.10.009

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.