Journal of Seismology and Earthquake Engineering

Journal of Seismology and Earthquake Engineering

Seismic Active Earth Pressure during Kahramanmaraş Earthquake using a Time Domain Pseudo-Dynamic Method

Document Type : Research Article

Authors
1 Assistant Professor, Civil Engineering Department, Qom University of Technology, Qom, Iran
2 M.Sc. Student, Civil Engineering Department, Qom University of Technology, Qom, Iran
Abstract
This study investigates the seismic active pressure induced by the Kahramanmaraş earthquake in Türkiye that occurred on February 6, 2023, with a magnitude of  7.7, using a time-domain pseudo-dynamic approach. This methodology enables the incorporation of actual ground motion data from the earthquake into the analysis. Morever, it employs a momentum theory-based technique to precisely identify the critical failure surface. Seismic accelerations recorded at four specific stations located 14, 123, 142 and 237 km away from the earthquake's epicenter, experiencing peak ground accelerations of 0.57g, 0.15g, 1.34g and 0.17g respectively, are utilized to evaluate the seismic active pressure acting on a retaining wall. The results indicate that the proposed approach yields more realistic outcomes compared to conventional methods, particularly in scenarios of significant earthquakes. Besides the peak ground acceleration of the earthquake, which influences the active seismic pressure, the frequency content of the earthquake, and the site's position relative to the fault movement also play crucial roles.
Keywords

Subjects


Ahmad, S. M., Choudhury, D., Bellezza, I., d'Alberto, D., & Fentini, R. (2011). Discussion: Seismic design factor for sliding of waterfront retaining wall. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 164(5), 343-345. doi:10.1680/geng.10.00034
Ahmad Syed, M., & Choudhury, D. (2010). Seismic Rotational Stability of Waterfront Retaining Wall Using Pseudodynamic Method. International Journal of Geomechanics, 10(1), 45-52. doi:10.1061/(ASCE)1532-3641(2010)10:1(45)
Ahmadi, M., Jiryaei Sharahi, M., & Badarloo, B. (2021). Seismic Analysis of Soil-Nailed Walls Using the Modified Pseudo-Dynamic Method. Bulletin of Earthquake Science and Engineering, 8(1), 39-52. doi:10.48303/bese.2021.243867
Bellezza, I. (2014). A New Pseudo-dynamic Approach for Seismic Active Soil Thrust. Geotechnical and Geological Engineering, 32(2), 561-576. doi:10.1007/s10706-014-9734-y
Bellezza, I. (2015). Seismic Active Earth Pressure on Walls Using a New Pseudo-Dynamic Approach. Geotechnical and Geological Engineering, 33(4), 795-812. doi:10.1007/s10706-015-9860-1
Bellezza, I., D'Alberto, D., & Fentini, R. (2012). Pseudo-dynamic approach for active thrust of submerged soils. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 165(5), 321-333. doi:10.1680/geng.10.00103
Choudhury, D., & Nimbalkar, S. (2005). Seismic passive resistance by pseudo-dynamic method. Géotechnique, 55(9), 699-702. doi:10.1680/geot.2005.55.9.699
Choudhury, D., & Nimbalkar Sanjay, S. (2008). Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method. International Journal of Geomechanics, 8(3), 169-175. doi:10.1061/(ASCE)1532-3641(2008)8:3(169)
Choudhury, D., & Nimbalkar, S. S. (2006). Pseudo-dynamic approach of seismic active earth pressure behind retaining wall. Geotechnical & Geological Engineering, 24(5), 1103-1113. doi:10.1007/s10706-005-1134-x
Ghosh, P. (2007). Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis. Geotechnical and Geological Engineering, 25(6), 693-703. doi:10.1007/s10706-007-9141-8
Ghosh, S. (2010). Pseudo-dynamic active force and pressure behind battered retaining wall supporting inclined backfill. Soil Dynamics and Earthquake Engineering, 30(11), 1226-1232. doi:https://doi.org/10.1016/j.soildyn.2010.05.003
Halder, K., & Chakraborty, D. (2023). Estimation of seismic active earth pressure on reinforced retaining wall using lower bound limit analysis and modified pseudo-dynamic method. Geotextiles and Geomembranes, 51(1), 100-116. doi:https://doi.org/10.1016/j.geotexmem.2022.10.001
Koseki, J., Tatsuoka, F., Munaf, Y., Tateyama, M., & Kojima, K. (1998). A Modified Procedure to Evaluate Active Earth Pressure at High Seismic Loads. Soils and Foundations, 38, 209-216. doi:https://doi.org/10.3208/sandf.38.Special_209
Ramazan Borujerdi, A., & Jiryaei Sharahi, M. (2021). Seismic bearing capacity of strip footings adjacent to slopes using pseudo dynamic approach. Mathematics and Computational Sciences, 2(1), 17-41. doi:10.30511/mcs.2021.137964.1009
Santhoshkumar, G., & Ghosh, P. (2021). Closed-Form Solution for Seismic Earth Pressure on Bilinear Retaining Wall Using Method of Characteristics. Journal of Earthquake Engineering, 25(6), 1171-1190. doi:10.1080/13632469.2019.1570880
Sharahi, M. J. (2022). Extended Pseudodynamic Method to Assess Seismic Active Pressure under Seismic Loading. International Journal of Geomechanics, 22(8), 04022122. doi:doi:10.1061/(ASCE)GM.1943-5622.0002451
Sharahi, M. J., & Mobini, M. (2024). Seismic active pressure during Kahramanmaraş Earthquake in Türkiye using a time domain pseudo-dynamic method. Paper presented at the 9th  International Conference on Seismology and Earthquake Engineering (SEE9) Tehran.
Steedman, R. S., & Zeng, X. (1990). The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall. Géotechnique, 40(1), 103-112. doi:10.1680/geot.1990.40.1.103
Sun, Y.-j., & Song, E.-x. (2016). Active earth pressure analysis based on normal stress distribution function along failure surface in soil obeying nonlinear failure criterion. Acta Geotechnica, 11(2), 255-268. doi:10.1007/s11440-015-0390-z
Watanabe, K., Koseki, J., & Tateyama, M. (2011). Seismic Earth Pressure Exerted on Retaining Walls Under a Large Seismic Load. Soils and Foundations, 51(3), 379-394. doi:https://doi.org/10.3208/sandf.51.379
Yang, X.-L., & Li, Z.-W. (2018). Upper bound analysis of 3D static and seismic active earth pressure. Soil Dynamics and Earthquake Engineering, 108, 18-28. doi:https://doi.org/10.1016/j.soildyn.2018.02.006
Volume 26, Issue 4
2024
Pages 25-35

  • Receive Date 07 July 2024
  • Revise Date 04 August 2024
  • Accept Date 14 July 2024
  • Publish Date 01 October 2024