Skip to main content
Log in

Numerical Simulation of Explosion in Twin Tunnel System

  • Original paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

Rapid growth of urban population in Indian cities have led traffic congestion leading to demand for scientific utilization of underground space. Immediate underground level and deep level underground below the major arterial roads are the sustainable spaces available for meeting the demand of the future traffic/transport. Due to recent increased transit activities it has become one of the soft targets by terrorists or prone to catastrophic accidents in recent years which have increased the importance of rock structures study under explosive loading. In this paper, the response of a underground metro tunnel subjected dynamic loads have been investigated including explosive capacity (30 kg TNT), ground characteristics, liner thickness and blast pressure characteristics. Blast pressure representing CONWEP air blast loading model with positive over pressure phase was applied to lining of tunnel. A three dimensional explicit finite element method was used to analyze dynamic response and damage in twin tunnels of underground metro. It is found that liner of thickness 28 cm will start deforming at the explosive loading of more than 65 kg TNT.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16

Similar content being viewed by others

References

  • Abaqus Inc. (2004) ABAQUS/standard user’s manuals. Version-6.4. Abaqus Inc., Providence

  • Babanouri N, Nasab SK (2013) Three-dimensional geo statistical analysis of rock fracture roughness and its degradation with shearing. Int J Min Geo Eng 47(2):163–179

    Google Scholar 

  • Blue Ribbon Panel on Bridge and Tunnel Security Recommendations for bridge and tunnel security (2003). http://www.fhwa.dot.gov/bridge/security/brptoc.cfm

  • Chille F, Sala A, Casadei F (1998) Containment of blast phenomena in underground electrical power plants. Adv Eng Softw 29:7–12

    Article  Google Scholar 

  • Departments of the Army, the Navy, and the Air Forces (1990) Structures to resist the effects of accidental explosions. US Army Technical Manual TM 5-1300

  • Donea J, Giuliani S, Halleux JP (1982) An arbitrary Langragian–Eulerian finite-element method for transient dynamic fluid structure interactions. Comput Method Appl Mech Eng 33(1–3):689–723

    Article  Google Scholar 

  • Gautam PK, Verma AK, Jha MK, Sarkar K, Singh TN, Bajpai RK (2016) Study of strain rate and thermal damage of Dholpur sandstone at elevated temperature. Rock Mech Rock Eng 49(9):3805–3815. doi:10.1007/s00603-016-0965-5

    Article  Google Scholar 

  • Ghaboussi J, Hansmire WH, Parker HW, Kim KJ (1983) Finite element simulation of tunneling over subways. J Geotech Eng ASCE 109:318–334

    Article  Google Scholar 

  • 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. doi:10.1007/s10706-004-5723-x

    Article  Google Scholar 

  • Hao H, Ma GW, Zhou YX (1998) Numerical simulation of underground explosions. Fragblast 2(4):383–395

    Article  Google Scholar 

  • IS 800 (2007) General construction in steel—code of practice. Bureau of Indian Standards, New Delhi

    Google Scholar 

  • Jain A, Verma AK, Vishal V, Singh TN (2013) Numerical simulation of fault reactivation phenomenon. Arab J Geosci 6(9):3293–3302. doi:10.1007/s12517-012-0612-8

    Article  Google Scholar 

  • Johnson AA, Tezduyar TE (1994) Mesh update strategies in parallel finite element computations of flow problems with moving boundaries and interfaces. Comput Method Appl Mech Eng 119(1/2):73–94

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Ma GW, Hao H, Zhou YX (1998) Modelling of wave propagation induced by underground explosion. Comput Geotech 22(3/4):283–303

    Article  Google Scholar 

  • Rossum L (1985) New York City transportation tunnels case histories and designer’s approach. Munic Eng J 71:1–24

    Google Scholar 

  • Singh TN, Kanchan R, Saigal K, Verma AK (2004) Adaptive neuro-fuzzy model based prediction of fracture toughness of rock. In: International fuzzy conference, Tehran, Iran, pp 57–63

  • Singh J, Verma AK, Banka H, Singh TN, Maheshwar S (2016) A study of soft computing models for prediction of longitudinal wave velocity. Arab J Geosci 9:224. doi:10.1007/s12517-015-2115-x

    Article  Google Scholar 

  • Wu CQ, Hao H (2006) Numerical prediction of rock mass damage due to accidental explosion in underground ammunition storage chamber. Shock Waves 15(1):43–54

    Article  Google Scholar 

  • Zhu Z, Mohanty B, Xie H (2007) Numerical investigation of blasting-induced crack initiation and propagation in rocks. Int J Rock Mech Min 44:412–424

    Article  Google Scholar 

Download references

Acknowledgements

Fourth Author Acknowledges DST international division for funding SenSE4Metro project as an initiative in civil security research to Indian Institute of Science Bengaluru in Indo-German collaborative project between German Institute and Indian Partners.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Manish Kumar Jha.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Verma, A.K., Jha, M.K., Mantrala, S. et al. Numerical Simulation of Explosion in Twin Tunnel System. Geotech Geol Eng 35, 1953–1966 (2017). https://doi.org/10.1007/s10706-017-0219-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-017-0219-7

Keywords

Navigation