Numerical Modeling of a New Mitigation Measure for Reverse Surface Fault Rupture Hazards Effects on Buildings

Document Type : Research Article

Authors

1 M.Sc. Graduate, University of Mazandaran, Babolsar, Iran

2 Assistant Professor, International institute of Earthquake Engineering and Seismology (IIEES), Tehran, Iran

Abstract

Surface fault rupture can lead to significant harm to engineered structures and facilities due to differential displacement in the ground. With the growing demand for land use, it might become essential to implement strategies to protect structures against hazards arising from fault rupture propagation. This study examines a novel mitigation approach utilizing an underpinning technique. To lessen foundation rotation during a fault rupture, a pile similar to the underpinning technique is employed beneath the foundation. This pile is not used to reinforce the main foundation; rather, it serves as a structural element to reduce hazards during a fault rupture with the removed support between the foundation and the pile. The effectiveness of this pile in the soil under the structure is evaluated through a series of numerical models. The findings suggest that while this pile is effective in mitigating the dangers of surface fault rupture, such as building rotation, its application should be guided by comprehensive geotechnical investigation given the complex nature of fault-foundation interaction issues.

Keywords

Main Subjects


Anastasopoulos, I., Callerio, A., Bransby, M., Davies, M., Nahas, A., Faccioli, E., Gazetas, G., Masella, A., Paolucci, R., Pecker, A., & Rossignol, E. (2008). Numerical analyses of fault–foundation interaction. Bulletin of Earthquake Engineering, 6, 645-675.
Anastasopoulos, I., & Gazetas, G. (2007). Foundation-structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake. Bulletin of Earthquake Engineering, 5(5), 253-275.
Anastasopoulos, I., Gazetas, G., Bransby, F., Davies, M. C. R., & El Nahas, A. (2007). Fault rupture propagation through sand: Finite element analysis and validation through centrifuge experiments. Journal of Geotechnical and Geoenvironmental Engineering, 133(8), 943-958.
Bray, J. D. (2009). Designing Buildings to Accommodate Earthquake Surface Fault Rupture. ASCE (Ed. 41084), San Francisco, California.
Bray, J. D., Seed, R. B., & Seed, H. B. (1994b). Analysis of earthquake fault rupture propagation through cohesive soil. Journal of Geotechnical Engineering, 120(3), 562-580.
Bray, J. D., Seed, R. B., Cluff, L. S., & Seed, H. B. (1994a). Earthquake fault rupture propagation through soil. Journal of Geotechnical Engineering, 120(3), 543-561.
Bray, J. D., & Kelson, K. I. (2006). Observations of surface fault rupture from the 1906 earthquake in the context of current practice. Earthquake Spectra, 22(S2), S69-S89.
Bray, J. D., Ashmawy, A., Mukhopadhyay, G., & Gath, E. M. (1993). Use of geosynthetics to mitigate earthquake fault rupture propagation through compacted fill. Proceedings of the Geosynthetics 93 Conference, 1, 379-392.
Bray, J. D. (2001). Developing mitigation measures for the hazards associated with earthquake surface fault rupture. Seismic Fault-Induced Failures Workshop, Japan Society for the Promotion of Science, University of Tokyo, Japan, 55-79.
Bransby, M. F., Davies, M. C. R., El Nahas, A., & Nagaoka, S. (2008). Centrifuge modelling of reverse fault-foundation interaction. Bulletin of Earthquake Engineering, 6(4), 607-628.
Chiang, J., Michel, E. E. B., Yang, K., & Zornberg, J. G. (n.d.). Mitigation of Reverse Faulting in Foundation Soils Using Geosynthetic-Encased Granular Columns. SSRN.
Cole, D. A., & Lade, P. V. (1984). Influence zones in alluvium over dip-slip faults. Journal of Geotechnical Engineering, 110(5), 599-615.
Faccioli, E., Anastasopoulos, I., Callerio, A., & Gazetas, G. (2008). Case histories of fault-foundation interaction. Bulletin of Earthquake Engineering, 6(4), 557–583.
Fadaee, M., Jafari, M. K., Kamalian, M., & Mustafa, S. A. (2012). Fault rupture propagation in alluvium and its interaction with foundation: New insights from 1g modelling via high resolution optical image processing techniques. Journal of Seismology and Earthquake Engineering, 14(4), 271.
Fadaee, M., Anastasopoulos, I., Gazetas, G., Jafari, M. K., & Kamalian, M. (2013). Soil bentonite wall protects foundation from thrust faulting: Analyses and experiment. Earthquake Engineering and Engineering Vibration, 12, 473-486.
Jafari, M. K., & Moosavi, S. M. (2008). Lessons to be learned from surface fault ruptures in Iran earthquakes. Sixth International Conference on Case Histories in Geotechnical Engineering and Symposium in Honor of Professor James K. Mitchell, Arlington, VA (USA).
Lazarte, C. A., Bray, J. D., Johnson, A. M., & Lemmer, R. E. (1994). Surface breakage of the 1992 Landers earthquake and its effects on structures. Bulletin of the Seismological Society of America, 84(3), 547-561.
Lettis, W., Bachhuber, J., Witter, R., Barka, A., Bray, J., Page, W., & Swan, F. (1999). Surface fault rupture. The Kocaeli, Turkey earthquake of August 17, Reconnaissance Report, Earthquake Spectra, EERI, Chapter 2, 16(SA), 11-53.
Lettis, W. & Associates. (2003). Surface Deformation Produced by the 1999 Chi-Chi (Taiwan) Earthquake and Interactions with Built Structures. U.S. Geological Survey, National Earthquake Hazards Reduction Program.
Lee, J. W., & Hamada, M. (2005). An experimental study on earthquake fault rupture propagation through a sandy soil deposit. Structural Engineering / Earthquake Engineering, 22(1), 1s-13s.
Moosavi, S. M. (2010). Earthquake fault rupture propagation through soil: Reduction of seismic risk through the application of geotechnical engineering techniques (Doctoral dissertation, International Institute of Earthquake Engineering and Seismology, Tehran, Iran) (in Persian).
Moosavi, S. M., Jafari, M. K., Kamalian, M., & Shafiee, A. (2010). Experimental investigation of reverse fault rupture–rigid shallow foundation interaction. International Journal of Civil Engineering, 8(2), 85-98.
Moosavi, S. M., & Jafari, M. K. (2012). Investigation of the surface fault rupture hazard mitigation by geosynthetics. 15th World Conference on Earthquake Engineering.
Rasouli, H., & Fatahi, B. (2021). Geosynthetics reinforced interposed layer to protect structures on deep foundations against strike-slip fault rupture. Geotextiles and Geomembranes, 49, 722-736.
Tani, K. (2003). Proposal of ground improvement method to prevent fault rupture modification. Proceedings of the 11th International Conference on Soil Dynamics and Earthquake Engineering, U.C. Berkeley, USA, 590-597.
Zanjani, M. M., & Soroush, A. (2014). Numerical modeling of fault rupture propagation through two-layered sands. Scientia Iranica, Transaction A, Civil Engineering, 21(1), 19.