Imam, H., Hossain, A.T.M.S., Sayem, H., Haque, E., Jafrin, S.J., Khan, P.A. and Bakali, R. (2023) Shallow Landslide Site Characterization using Electrical Resistivity Technique (ERT) at Balukhali Rohingya Refugee Camps of Ukhiya, Cox’s Bazar, Bangladesh. European Journal of Engineering and Technology Research, 8, 46-53.
https://doi.org/10.24018/ejeng.2023.8.1.2932

has been cited by the following article:

• TITLE: The Hidden Earthquake Induced Liquefaction Risks in the Rohingya Refugee Camp Hills & Surrounding Areas of Ukhiya, Cox’s Bazar, Bangladesh—A Geotechnical Engineering Approach

  AUTHORS: Abu Taher Mohammad Shakhawat Hossain, Md. Shakil Mahabub, Tanmoy Dutta, Mahmuda Khatun, Toru Terao, Md. Hasan Imam, Hossain Md Sayem, Md. Emdadul Haque, Purba Anindita Khan, Sheikh Jafia Jafrin

  KEYWORDS: Earthquake, Magnitude, Factor of Safety (Fs), Liquefaction Potential Index (LPI) & Risk

  JOURNAL NAME: Open Journal of Earthquake Research, Vol.12 No.3, August 16, 2023

  ABSTRACT: Liquefaction is one of the major catastrophic geohazards which usually occurs in saturated or partially saturated sandy or silty soils during a seismic event. Evaluating the potential liquefaction risks of a seismically prone area can significantly reduce the loss of lives and damage to civil infrastructures. This research is mainly focused on the earthquake-induced liquefaction risk assessment based on Liquefaction Potential Index (LPI) values at different earthquake magnitudes (M = 5.0, 7.0 and 8.0) with a peak ground acceleration (amax) of 0.28 g in the Rohingya Refugee camp and surrounding areas of Ukhiya, Cox’s Bazar, Bangladesh. Standard Penetration Test (SPT) results have been evaluated for potential liquefaction assessment. The soils are mainly composed of very loose to loose sands with some silts and clays. Geotechnical properties of these very loose sandy soils are very much consistent with the criteria of liquefiable soil. It is established from the grain size analysis results; the soil of the study area is mainly sand dominated (SP) with some silty clay (SC) which consists of 93.68% to 99.48% sand, 0.06% to 4.71% gravel and 0% to 6.26% silt and clay. Some Clayey Sand (SC) is also present. The silty clay can be characterized as medium (CI) to high plasticity (CH) inorganic clay soil. LPI values have been calculated to identify risk zones and to prepare risk maps of the investigated area. Based on these obtained LPI values, four (4) susceptible liquefaction risk zones are identified as low, medium, high and very high. The established “Risk Maps” can be used for future geological engineering works as well as for sustainable planning, design and construction purposes relating to adaptation and mitigation of seismic hazards in the investigated area.