Skip to main content
Log in

Effect of Fault Characteristics on Plastic Zones around Parallelly Spaced Two Underground Caverns and Shear Displacement along the Fault Plane

  • Original Article
  • Published:
Journal of the Geological Society of India

Abstract

One of the most significant challenges of construction of underground large size structures is to determine the effect of the geological discontinuities. Fault is a natural discontinuity which allows significant displacement of the rock mass along the fault plane and increases the plastic zones around the underground structure. For instance, an underground hydropower plant comprising more than two underground caverns and large distance between the underground cavern incurs the higher cost because of connecting tunnels or transfer of electricity from powerhouse cavern to transformer cavern. However, presence of the fault would result in the increase of the plastic zone and shear displacement along the fault. Thus, with regards to the effect of the fault on the stability of the two parallel caverns, in this paper different numerical models were simulated to study the effect of the fault on plastic zone around the cavern group and pillar between the caverns, and shear displacement along the fault plane under different scenarios such as fault location, fault dip angle, fault friction angle and in-situ stress conditions. The results are produced graphically and discussed. These results offer advance guidelines in construction of the two parallel large size caverns.

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.

Similar content being viewed by others

References

  • Abdollahipour, A. and Rahmannejad, R. (2012) Investigating the effects of lateral stress to vertical stress ratios and caverns shape on the cavern stability and sidewall displacements. Arab. Jour. Geosci., v.6, pp.4811–4819.

    Article  Google Scholar 

  • Ardeshiri-Lajimi, S., Yazdani, M. and Langroudi, A.A. (2015) Control of fault lay-out on seismic design of large underground caverns. Tunnelling and Underground Space Technology, v.50, pp.305–316.

    Article  Google Scholar 

  • Brekke, T.L. and Selmer-Olsen, R. (1965) Stability problems in underground constructions caused by montmorillonite-carrying joints and faults. Engg. Geol., v.1, pp.3–19.

    Article  Google Scholar 

  • Deng, S., Li, J., Jiang, H. and Wang, M. (2018). Experimental and Theoretical Study of the Fault Slip Events of Rock Masses Around Underground Tunnels Induced by External Disturbances. Engg. Geol., v.233, pp.191–199.

    Article  Google Scholar 

  • Hao, Y.H. and Azzam, R. (2005) The plastic zones and displacements around underground openings in rock masses containing a fault. Tunnelling and Underground Space Technology, v.20, pp.49–61.

    Article  Google Scholar 

  • Hoek E. and Brown E.T. (1980) Underground Excavations in Rock (1st ed.). London Instit. Min. Metall., London, 527 p.

    Google Scholar 

  • Hoek, E. and Diederichs, M.S. (2006) Empirical estimation of rock mass modulus. Internat. Jour.Rock Mech. Min. Sci., v.43, pp.203–215.

    Article  Google Scholar 

  • Hoek, E., Carranza-Torres, C. and Corkum, B. (2002) Hoek-Brown failure criterion-2002 edition. In: Proc. 5th North American Rock Mechanics Symposium, Toronto, Canada, v.1, pp. 267–273.

    Google Scholar 

  • Itasca Consulting Group, Inc. (2016). 3DEC- Three-Dimensional Distinct element code, Ver. 5.2. Minneapolis: Itasca.

    Google Scholar 

  • Jeon, S., Kim, J., Seo, Y. and Hong, C. (2004) Effect of a fault and weak plane on the stability of a tunnel in rock-a scaled model test and numerical analysis. Internat. Jour.Rock Mech. Min. Sci., v.41, pp.658–663.

    Article  Google Scholar 

  • Jiang, Q., Feng, Xt., Fan, Y., Fan, Q., Liu, G., Pei, S. and Duan, S. (2017) In situ experimental investigation of basalt spalling in a large underground powerhouse cavern. Tunnelling and Underground Space Technology, v.86, pp.82–94.

    Article  Google Scholar 

  • Li, Hb., Liu, Mc., Xing, Wb., Shao, S. and Zhou, Jw. (2017) Failure Mechanisms and Evolution Assessment of the Excavation Damaged Zones in a Large-Scale and Deeply Buried Underground Powerhouse. Rock Mech. Rock Engg., v.50, pp.1883–1900.

    Article  Google Scholar 

  • Lu, W., Chen, M., Geng, X., Shu, D. and Zhou, C. (2012) A study of excavation sequence and contour blasting method for underground powerhouses of hydropower stations. Tunnelling and Underground Space Technology, v.29, pp.31–39.

    Article  Google Scholar 

  • Ma, K., Feng, B., Zhuang, D.Y., Guo, X.F. and Gao, Q. (2020) Distance effects of the fault on the surrounding rock mass stability of the main powerhouse at the Huanggou pumped-storage power station. Tunnelling and Underground Space Technology, v.106, 103568.

    Article  Google Scholar 

  • Rehbock-Sander, M. and Jesel, T. (2018) Fault induced rock bursts and micro-tremors-Experiences from the Gotthard Base Tunnel. Tunnelling and Underground Space Technology, v.81, pp.358–366.

    Article  Google Scholar 

  • Salehi, B. (2017) Cavern design philosophy under high stress rock condition a case study in Sri Lanka. Amer. Jour. App;. Sci., v.14, pp.406–416.

    Article  Google Scholar 

  • Sayeed, I. and Khanna, R. (2016) Geotechnical investigations for locating an underground powerhouse in calcareous rocks, Himachal Pradesh, India. In: Proc. Conference on Recent Advances in Rock Engineering. pp.141–148, doi:https://doi.org/10.2991/rare-16.2016.23.

  • Wang, X., Xiong, Q., Zhou, H., Chen, J. and Xiao, M. (2020) Three-dimensional (3D) dynamic finite element modeling of the effects of a geological fault on the seismic response of underground caverns. Tunnelling and Underground Space Technology, v.96, 103210.

    Article  Google Scholar 

  • Zhang, Z., Chen, F., Li, N., Swoboda, G. and Liu, N. (2017) Influence of fault on the surrounding rock stability of a tunnel: Location and thickness. Tunnelling and Underground Space Technology, v.61, pp.1–11.

    Article  Google Scholar 

  • Zhao, B. and Ma, Z. (2009) Influence of cavern spacing on the stability of large cavern groups in a hydraulic power station. Internat. Jour.Rock Mech. Min. Sci., v.46, pp.506–513.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. K. Verma.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Prajapati, S.K., Verma, A.K. Effect of Fault Characteristics on Plastic Zones around Parallelly Spaced Two Underground Caverns and Shear Displacement along the Fault Plane. J Geol Soc India 99, 765–772 (2023). https://doi.org/10.1007/s12594-023-2383-0

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12594-023-2383-0

Navigation