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Geotechnical and Geological Engineering

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07.07.2021 | Original Paper

Blast Resistant Analysis of Rock Tunnel Using Abaqus: Effect of Weathering

verfasst von: Mohammad Zaid, Md. Rehan Sadique, Mohd. Masroor Alam

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 2/2022

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Abstract

Tunnels have become an essential part of metro cities, therefore, always been under threat of destruction due to explosive used for causing blasts. To understand the behaviour and blast resistance of underground rock tunnel under internal blast loading a 3D model of rock tunnel of 5 m diameter has been developed in Abaqus using finite element technique. Nonlinear elastoplastic material models are adopted through different constitutive material models, for rock, concrete, reinforcement, inside-air of tunnel and trinitrotoluene (TNT). The focus is placed on the effect of weathering in rock tunnel. Four different stages of weathering of rock Granite has been considered. Trinitrotoluene has been used to simulate in-situ event of internal blast loading. The TNT sphere and air surrounding it, have been modelled using coupled Eulerian–Lagrangian technique. Further, the steel reinforced cement concrete lining behaviour has been analyzed in terms of tension–compression damage. The behaviour of surrounding rock along with weathering has been studied in conjunction with blast effect. The results extracted in terms of deformation, particle velocity, vibration, energy, pressure and damage has been used to understand response of weathered rocks. The rocks in general and granites in particular can show sudden variation in their strength due to different stages of weathering. Along, linear directions varying degrees of weathering can creep in due to presence of shear zones or very closely spaced joints. It has been observed that weathering of rock causes significant reduction in blast-resistance of tunnel. A progressive deformation in case of blasting has been observed from fresh granite to highly weathered granites through slightly and medium weathered ones. However, highly weathered rock has shown unique behaviour and has failed miserably.

Vorheriger Artikel Statistical Analyses of Shear Strength Properties of Cemented Coarse Grained Alluvium, a Case Study: Tehran, Iran

Nächster Artikel The research on Rockburst Risk of Working Face in Mining Caused by Water-Rich Area

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Benselama AM, William-Louis MJP, Monnoyer F, Proust C (2010) A numerical study of the evolution of the blast wave shape in tunnels. J Hazard Mater 181:609–616. https://doi.org/10.1016/j.jhazmat.2010.05.056CrossRef

Brode HL (1959) Blast wave from a spherical charge. Phys Fluids 2:217–229. https://doi.org/10.1063/1.1705911CrossRef

Buonsanti M, Leonardi G (2013) 3-D simulation of tunnel structures under blast loading. Arch Civ Mech Eng 13:128–134. https://doi.org/10.1016/j.acme.2012.09.002CrossRef

Chaudhary RK, Mishra S, Chakraborty T, Matsagar V (2019) Vulnerability analysis of tunnel linings under blast loading. Int J Prot Struct 10:73–94. https://doi.org/10.1177/2041419618789438CrossRef

Chen SG, Cai JG, Zhao J, Zhou YX (2000) Discrete element modelling of an underground explosion in a jointed rock mass. Geotech Geol Eng 18:59–78. https://doi.org/10.1023/A:1008953221657CrossRef

Chen HL, Xia ZC, Zhou JN et al (2013) Dynamic responses of underground arch structures subjected to conventional blast loads: curvature effects. Arch Civ Mech Eng 13:322–333. https://doi.org/10.1016/j.acme.2013.04.004CrossRef

Chillè F, Sala A, Casadei F (1998) Containment of blast phenomena in underground electrical power plants. Adv Eng Softw 29:7–12. https://doi.org/10.1016/S0965-9978(97)00047-1CrossRef

De A, Morgante AN, Zimmie TF (2016) Numerical and physical modeling of geofoam barriers as protection against effects of surface blast on underground tunnels. Geotext Geomembranes 44:1–12. https://doi.org/10.1016/j.geotexmem.2015.06.008CrossRef

Deng XF, Zhu JB, Chen SG et al (2014) Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses. Tunn Undergr Sp Technol 43:88–100. https://doi.org/10.1016/j.tust.2014.04.004CrossRef

Dewey JM (2018) The friedlander equations. pp 37–55

Feldgun VR, Kochetkov AV, Karinski YS, Yankelevsky DZ (2008) Internal blast loading in a buried lined tunnel. Int J Impact Eng 35:172–183. https://doi.org/10.1016/j.ijimpeng.2007.01.001CrossRef

Friedlander FG (1946) The diffraction of sound pulses; diffraction by a semi-infinite plane. Proc R Soc Lond A Math Phys Sci 186:322–344. https://doi.org/10.1098/rspa.1946.0046CrossRef

Goel MD, Matsagar VA, Gupta AK (2011) Dynamic response of stiffened plates under air blast. Int J Prot Struct 2:139–155. https://doi.org/10.1260/2041-4196.2.1.139CrossRef

Gui MW, Chien MC (2006) Blast-resistant analysis for a tunnel passing beneath Taipei Shongsan airport: a parametric study. Geotech Geol Eng 24:227–248. https://doi.org/10.1007/s10706-004-5723-xCrossRef

Gupta AS (1997) Engineering behavior and classification of weathering rock. Indian Institute of Technology Delhi, Delhi

Hafezolghorani M, Hejazi F, Vaghei R et al (2015) Simplified damage plasticity model for concrete. Struct Eng Int. https://doi.org/10.2749/101686616X1081CrossRef

Hibbitt D, Karlsson B, Sorensen P (2014) ABAQUS user-manual release 6.14. Dassault Systèmes Simulia Corp, Providence

IS456(2000) (2000) Plain and reinforced concrete: code of practice. Parliament of India, New Delhi

Jain S, Tiwari R, Chakraborty T, Matsagar V (2015) Dynamic response of reinforced concrete wall under blast loading. Indian Concr J 89:27–41

Johnson GR, Cook WH (1983) A constitutive model and data for materials subjected to large strains, high strain rates, and high temperatures. In: Proceedings of 7th international symposium on ballistics. Hague, Netherlands, pp 541–547

Khan S, Chakraborty T, Matsagar V (2016) Parametric sensitivity analysis and uncertainty quantification for cast iron-lined tunnels embedded in soil and rock under internal blast loading. J Perform Constr Facil. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000920CrossRef

Khan S, Saha SK, Matsagar VA, Hoffmeister B (2017) Fragility of steel frame buildings under blast load. J Perform Constr Facil. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001016CrossRef

Kristoffersen M, Pettersen JE, Aune V, Børvik T (2018) Experimental and numerical studies on the structural response of normal strength concrete slabs subjected to blast loading. Eng Struct 174:242–255. https://doi.org/10.1016/j.engstruct.2018.07.022CrossRef

Kuili S, Sastry VR, Rama V (2018) A numerical modelling approach to assess the behaviour of underground cavern subjected to blast loads. Int J Min Sci Technol 28:975–983. https://doi.org/10.1016/j.ijmst.2018.05.015CrossRef

Larcher M, Casadei F (2010) Explosions in complex geometries: a comparison of several approaches. Int J Prot Struct 1:169–195. https://doi.org/10.1260/2041-4196.1.2.169CrossRef

Lee J, Fenves G (1998) Plastic damage model for cyclic loading of concrete structures. J Eng Mech 124:892–900CrossRef

Limited DMRC (2015) Design specifications. Barakhamba road, New Delhi, India

Liu H (2009) Dynamic analysis of subway structures under blast loading. Geotech Geol Eng 27:699–711. https://doi.org/10.1007/s10706-009-9269-9CrossRef

Lu Y, Xu K (2004) Modelling of dynamic behaviour of concrete materials under blast loading. Int J Solids Struct 41:131–143. https://doi.org/10.1016/j.ijsolstr.2003.09.019CrossRef

Lu Y, Wang Z, Chong K (2005) A comparative study of buried structure in soil subjected to blast load using 2D and 3D numerical simulations. Soil Dyn Earthq Eng 25:275–288. https://doi.org/10.1016/j.soildyn.2005.02.007CrossRef

Lubliner J, Oliver J, Oller S, Onate E (1989) A plastic damage model for concrete. Int J Solids Struct 25:299–329CrossRef

Matsagar VA (2016) Comparative performance of composite sandwich panels and non-composite panels under blast loading. Mater Struct Constr 49:611–629. https://doi.org/10.1617/s11527-015-0523-8CrossRef

Mitelman A, Elmo D (2014) Modelling of blast-induced damage in tunnels using a hybrid finite-discrete numerical approach. J Rock Mech Geotech Eng 6:565–573. https://doi.org/10.1016/j.jrmge.2014.09.002CrossRef

Noh WF (1963) Cel: a time-dependent, two-space-dimensional, coupled eulerian-lagrange code. Livermore, CA (United States)

Qiu G, Henke S, Grabe J (2011) Application of a Coupled Eulerian-Lagrangian approach on geomechanical problems involving large deformations. Comput Geotech 38:30–39. https://doi.org/10.1016/j.compgeo.2010.09.002CrossRef

Ragueneau F, Gatuingt F (2003) Inelastic behavior modelling of concrete in low and high strain rate dynamics. Comput Struct 81:1287–1299. https://doi.org/10.1016/S0045-7949(03)00043-9CrossRef

Silva PF, Lu B (2009) Blast resistance capacity of reinforced concrete slabs. J Struct Eng 135:708–716. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000011CrossRef

Sochet I (ed) (2018) Blast effects. Springer, Cham

Tiwari R, Chakraborty T, Matsagar V (2016) Dynamic analysis of a twin tunnel in soil subjected to internal blast loading. Indian Geotech J 46:369–380. https://doi.org/10.1007/s40098-016-0179-5CrossRef

Wang ZL, Konietzky H, Shen RF (2009) Coupled finite element and discrete element method for underground blast in faulted rock masses. Soil Dyn Earthq Eng 29:939–945. https://doi.org/10.1016/j.soildyn.2008.11.002CrossRef

Wu YK, Hao H, Zhou YX, Chong K (1998) Propagation characteristics of blast-induced shock waves in a jointed rock mass. Soil Dyn Earthq Eng 17:407–412. https://doi.org/10.1016/S0267-7261(98)00030-XCrossRef

Wu C, Lu Y, Hao H (2004) Numerical prediction of blast-induced stress wave from large-scale underground explosion. Int J Numer Anal Methods Geomech 28:93–109. https://doi.org/10.1002/nag.328CrossRef

Xie W, Jiang M, Chen H et al (2014) Experimental behaviors of CFRP cloth strengthened buried arch structure subjected to subsurface localized explosion. Compos Struct 116:562–570. https://doi.org/10.1016/j.compstruct.2014.05.045CrossRef

Yang Y, Xie X, Wang R (2010) Numerical simulation of dynamic response of operating metro tunnel induced by ground explosion. J Rock Mech Geotech Eng 2:373–384. https://doi.org/10.3724/SP.J.1235.2010.00373CrossRef

Zaid M, Sadique MR (2020) Effect of unconfined compressive strength of rock on dynamic response of shallow unlined tunnel. SN Appl Sci. https://doi.org/10.1007/s42452-020-03876-8CrossRef

Zaid M, Sadique MR (2020) Numerical modelling of internal blast loading on a rock tunnel. Adv Comput Des 5:417–443. https://doi.org/10.12989/acd.2020.5.4.417CrossRef

Zaid M, Sadique MR (2020c) Blast resistant behaviour of tunnels in sedimentary rocks. Int J Prot Struct. https://doi.org/10.1177/2041419620951211CrossRef

Zaid M, Sadique MR, Alam MM, Samanta M (2020) Effect of shear zone on dynamic behaviour of rock tunnel constructed in highly weathered granite. Geomech Eng 23:245. https://doi.org/10.12989/GAE.2020.23.3.245CrossRef

Zaid M, Sadique MR, Alam MM (2021) Blast analysis of tunnels in Manhattan-Schist and Quartz-Schist using coupled-Eulerian–Lagrangian method. Innov Infrastruct Solut 6:69. https://doi.org/10.1007/s41062-020-00446-0CrossRef

Zhao CF, Chen JY (2013) Damage mechanism and mode of square reinforced concrete slab subjected to blast loading. Theor Appl Fract Mech 63–64:54–62. https://doi.org/10.1016/j.tafmec.2013.03.006CrossRef

Titel: Blast Resistant Analysis of Rock Tunnel Using Abaqus: Effect of Weathering
verfasst von: Mohammad Zaid
Md. Rehan Sadique
Mohd. Masroor Alam
Publikationsdatum: 07.07.2021
Verlag: Springer International Publishing
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 2/2022
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-021-01927-4

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