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Site response analysis for deep and soft sedimentary deposits of Dhaka City, Bangladesh

Author

Listed:
  • Md. Zillur Rahman

    (University of Dhaka
    Okanagan Campus)

  • Sumi Siddiqua

    (Okanagan Campus)

  • A. S. M. Maksud Kamal

    (University of Dhaka)

Abstract

The ground motion intensity of an earthquake is significantly changed when seismic waves propagate from the bedrock to the near-surface soft geological materials. The ground where the shear wave velocity (Vs) exists greater than 760 m/s is generally considered as bedrock. As a common practice in the last three decades, the surface ground motion of a soil site is estimated by multiplying the bedrock motion with the site coefficient that is empirically determined from the time-averaged shear wave velocity in the top 30 m (Vs30) of the site. The site coefficient is defined as the ratio of the ground motion intensity at the ground surface to that of the bedrock. If the bedrock of a site exists at a depth of greater than 30 m, the site effect from the depth of 30 m to the bedrock is not accounted in the Vs30-based site coefficient. In Dhaka City, the minimum depth of the bedrock is approximately 175 m. Therefore, the use of the Vs30-based site coefficient to estimate the surface ground motion is not appropriate for the soft and deep sedimentary deposits of this city. In this study, site response analysis using the Vs30-based site coefficient, linear, equivalent-linear, and nonlinear approaches has been performed to estimate the surface ground motion at different sites of Dhaka City and to compare the results of different approaches. It is observed that the surface ground motion is decreased with increasing the depth of the bedrock due to low shear strain and viscous damping in the soft sedimentary deposits.

Suggested Citation

  • Md. Zillur Rahman & Sumi Siddiqua & A. S. M. Maksud Kamal, 2021. "Site response analysis for deep and soft sedimentary deposits of Dhaka City, Bangladesh," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 106(3), pages 2279-2305, April.
  • Handle: RePEc:spr:nathaz:v:106:y:2021:i:3:d:10.1007_s11069-021-04543-w
    DOI: 10.1007/s11069-021-04543-w
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    References listed on IDEAS

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    1. L. Govindaraju & S. Bhattacharya, 2012. "Site-specific earthquake response study for hazard assessment in Kolkata city, India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 61(3), pages 943-965, April.
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    Cited by:

    1. Ali Silahtar, 2023. "Evaluation of local soil conditions with 1D nonlinear site response analysis of Arifiye (Sakarya District), Turkey," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 116(1), pages 727-751, March.
    2. Swaraj Chowdhury & Nihar Ranjan Patra, 2023. "Influence of geogrid reinforcement on dynamic characteristics and response analysis of Panki pond ash," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 119(1), pages 435-461, October.
    3. Abul Kashem Faruki Fahim & Md. Zillur Rahman & Md. Shakhawat Hossain & A. S. M. Maksud Kamal, 2022. "Liquefaction resistance evaluation of soils using artificial neural network for Dhaka City, Bangladesh," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 113(2), pages 933-963, September.

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