Assessment of differential subsidence harmful effects on large bridge structures during the underground space development

V.I. Kireeva; E.M. Volokhov; M.O. Lebedev

doi:10.1051/e3sconf/202126603003

All issues

Volume 266 (2021)

E3S Web Conf., 266 (2021) 03003

References

Open Access

Issue		E3S Web Conf. Volume 266, 2021 Topical Issues of Rational Use of Natural Resources 2021


Article Number		03003
Number of page(s)		13
Section		Geotechnologies of Subsurface Development: Modern Challenges and Prospects
DOI		https://doi.org/10.1051/e3sconf/202126603003
Published online		04 June 2021

The regulations of the Russian Federation “Rules for the structures and natural objects protection from the harmful effects of underground mining in coal deposits” approved by the Resolution of Gogortekhnadzor of Russia dated 16.03.98 No.13: in effect since 01.10.98. Moscow. [Google Scholar]
The regulations of the Russian Federation “Rules for the protection of structures and natural objects from the harmful effects of underground mining in the iron ore deposits of the Urals and Kazakhstan” approved by the Resolution of the USSR Ministry of Metallurgy 2.08.90. Sverdlovsk. [Google Scholar]
O.V. Trushko, D.A. Potemkin, V.L. Trushko, Provision of stability of development mining at Yakovlevo iron ore deposit. International Journal of Applied Engineering Research 18(11): 9248–9255(2016). [Google Scholar]
P.A. Demenkov, M.A. Karasev, D.N. Petrov, Predicting land-surface deformations during the construction of underground facilities of complex spatial configuration. International Journal of Civil Engineering and Technology, 7(8): 1161–1171(2017). [Google Scholar]
A.G. Protosenya, N.A. Belyakov, N.T. Do, Development of a method for predicting the presure of the tunnel face and earth surface settlements during the construction of tunnels by mechanized tunneling complexes. Journal of Mining Institute 211: 53–63 (2015). [Google Scholar]
A.G. Protosenya, M.A. Karasev, N.A. Belyakov, Method of predicting earth surface subsidence during the construction of tunnels using TBM with face cantledge on the basis of multivariate modeing. International Journal of Civil Engineering and Technology 9(11): 1620–1629, (2018). [Google Scholar]
A.G. Protosenya, M.A. Karasev, V.I. Ochkurov, Introduction of the method of finite-discrete elements into the Abaqus. Explicit software complex for modeling deformation and fracture of rocks. EasternEuropean Journal of Enterprise Technologies 7(6): 11–18, (2017). [Google Scholar]
A.P. Gospodarikov, Development of nonlinear mathematical models and numerical modeling of the forecast of the rocks stress-strain state. Journal of Mining Institute 219: 382–386, (2016). [Google Scholar]
A. Franza, (2017). Tunnelling and its effects on piles and piled structures. Ph.D. thesis. The University of Nottingham. Nottingham. [Google Scholar]
Franza, A., Idinyang, S., Heron, C., and Marshall, A.M. Development of a coupled centrifugenumerical model to study soil-structure interaction problems. Proceedings of the 3rd European Coference on Physical Modelling in Geotechnics. Nantes, France: 135–140, (2016). [Google Scholar]
Y. Chungsik, Interaction between tunneling and bridge foundation - A 3D numerical investingtion. Computers and Geotechnics 49: 70–78, (2013). [Google Scholar]
P. Jongpradist, T. Kaewsri, A. Sawatparnich, et al. Development of tunneling influence zones for adjacent pile foundations by numerical analyses. Tunnelling and Underground Space Technology 34: 96–109, (2013). [Google Scholar]
C.Y. Cheng, G.R. Dasari, C.F. Leung, Y.K. Chow, Finite element analysis of tunnel-soipileinteraction using displacement controlled model. Tunneling and Underground Space Technology 22(4):450–466,(2007). [Google Scholar]
E.M. Volokhov, V.I. Kireeva, S.Yu. Novozhenin, Problems of rock displacements assessing during the construction of large urban underground transport structures by tunneling mechanized coplexes with active face loading. Markshejderskij Vestnik, 5: 38–42.(2015). [Google Scholar]
E.M. Volokhov, V.I. Kireeva, Analysis of the results of field studies of geomechanical process es in construction of large transport tunnels with the use of a mechanized tunnel boring complex with work face earth pressure balance in the special conditions. ARPN Journal of Engineering and Applied Sciences 12(20), 5811–5821,(2017). [Google Scholar]
D.V. Panfilov, The methodology for deformations prediction of the earth's surface during the construction of transport tunnels based on spatial modeling. Ph.D. thesis. Research Institute of Transport Construction. Moscow. (2005). [Google Scholar]

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[1] The regulations of the Russian Federation “Rules for the structures and natural objects protection from the harmful effects of underground mining in coal deposits” approved by the Resolution of Gogortekhnadzor of Russia dated 16.03.98 No.13: in effect since 01.10.98. Moscow. [Google Scholar]

[2] The regulations of the Russian Federation “Rules for the protection of structures and natural objects from the harmful effects of underground mining in the iron ore deposits of the Urals and Kazakhstan” approved by the Resolution of the USSR Ministry of Metallurgy 2.08.90. Sverdlovsk. [Google Scholar]

[3] O.V. Trushko, D.A. Potemkin, V.L. Trushko, Provision of stability of development mining at Yakovlevo iron ore deposit. International Journal of Applied Engineering Research 18(11): 9248–9255(2016). [Google Scholar]

[4] P.A. Demenkov, M.A. Karasev, D.N. Petrov, Predicting land-surface deformations during the construction of underground facilities of complex spatial configuration. International Journal of Civil Engineering and Technology, 7(8): 1161–1171(2017). [Google Scholar]

[5] A.G. Protosenya, N.A. Belyakov, N.T. Do, Development of a method for predicting the presure of the tunnel face and earth surface settlements during the construction of tunnels by mechanized tunneling complexes. Journal of Mining Institute 211: 53–63 (2015). [Google Scholar]

[6] A.G. Protosenya, M.A. Karasev, N.A. Belyakov, Method of predicting earth surface subsidence during the construction of tunnels using TBM with face cantledge on the basis of multivariate modeing. International Journal of Civil Engineering and Technology 9(11): 1620–1629, (2018). [Google Scholar]

[7] A.G. Protosenya, M.A. Karasev, V.I. Ochkurov, Introduction of the method of finite-discrete elements into the Abaqus. Explicit software complex for modeling deformation and fracture of rocks. EasternEuropean Journal of Enterprise Technologies 7(6): 11–18, (2017). [Google Scholar]

[8] A.P. Gospodarikov, Development of nonlinear mathematical models and numerical modeling of the forecast of the rocks stress-strain state. Journal of Mining Institute 219: 382–386, (2016). [Google Scholar]

[9] A. Franza, (2017). Tunnelling and its effects on piles and piled structures. Ph.D. thesis. The University of Nottingham. Nottingham. [Google Scholar]

[10] Franza, A., Idinyang, S., Heron, C., and Marshall, A.M. Development of a coupled centrifugenumerical model to study soil-structure interaction problems. Proceedings of the 3rd European Coference on Physical Modelling in Geotechnics. Nantes, France: 135–140, (2016). [Google Scholar]

[11] Y. Chungsik, Interaction between tunneling and bridge foundation - A 3D numerical investingtion. Computers and Geotechnics 49: 70–78, (2013). [Google Scholar]

[12] P. Jongpradist, T. Kaewsri, A. Sawatparnich, et al. Development of tunneling influence zones for adjacent pile foundations by numerical analyses. Tunnelling and Underground Space Technology 34: 96–109, (2013). [Google Scholar]

[13] C.Y. Cheng, G.R. Dasari, C.F. Leung, Y.K. Chow, Finite element analysis of tunnel-soipileinteraction using displacement controlled model. Tunneling and Underground Space Technology 22(4):450–466,(2007). [Google Scholar]

[14] E.M. Volokhov, V.I. Kireeva, S.Yu. Novozhenin, Problems of rock displacements assessing during the construction of large urban underground transport structures by tunneling mechanized coplexes with active face loading. Markshejderskij Vestnik, 5: 38–42.(2015). [Google Scholar]

[15] E.M. Volokhov, V.I. Kireeva, Analysis of the results of field studies of geomechanical process es in construction of large transport tunnels with the use of a mechanized tunnel boring complex with work face earth pressure balance in the special conditions. ARPN Journal of Engineering and Applied Sciences 12(20), 5811–5821,(2017). [Google Scholar]

[16] D.V. Panfilov, The methodology for deformations prediction of the earth's surface during the construction of transport tunnels based on spatial modeling. Ph.D. thesis. Research Institute of Transport Construction. Moscow. (2005). [Google Scholar]