SPT Based Liquefaction Potentiality Index, Susceptibility & Risk Assessment in the Rohingya Refugee Camp Hills of Ukhiya, Cox’s Bazar, Bangladesh

Authors

  • Hossain ATMS Engineering Geology, Geotechnics & Geohazards Research Group Jahangirnagar University, Bangladesh
  • Dutta T Engineering Geology, Geotechnics & Geohazards Research Group, Jahangirnagar University, Bangladesh
  • Mahbub M.S Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Jafrin S. J Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Khan P. A Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Haque M. E Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Sayem M. H Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Imam H Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Khatun M Department of Geological Sciences, Jahangirnagar University, Bangladesh
  • Bakali R Department of Geological Sciences, Jahangirnagar University, Bangladesh

DOI:

https://doi.org/10.54536/ajec.v1i3.843

Keywords:

Liquefaction, Risk, Sensitivity, Susceptible & Earthquake

Abstract

More than one million Rohingya refugees who fled from Myanmar, had constructed temporary shelters on the loose unconsolidated sandy hills (SC-SM, SP & ML) of Ukhiya-Teknaf region, Cox’s Bazar area, Bangladesh. After entering Bangladesh, the green eco forests of Ukhiya Hills had to be destroyed by cutting trees and hill slopes as they built their shelters which eventually had destructive effects on the ecosystem of Ukhiya Teknaf region. Sands (SP-SM) are mainly uniformly graded and composed of more than 72% to 98 % sand. This research has been carried out to assess the liquefaction potentiality index vales, susceptibility using SPT and risks associated with the Ukhiya hills at different earthquake magnitudes. During earthquake at Magnitudes 5 or greater, Ukhiya hill soils are susceptible to liquefy up to a depth of 12 m.. From the Liquefaction Potentiality Index (LPI) values, risk and sensitivity analysis, it is established that the Ukhiya hills are medium to highly susceptible to liquefy at higher magnitudes (M= 5 or greater). It is also established that north western part of the camp hills are high to very high risk prone areas. Based on Liquefaction Potentiality Index (LPI) values, four seismic risk zones are identified in and around the Rohingya camp area. Some geo-engineering recommendations are also made to reduce this seismic hazard for sustainable community living in the camp area.

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References

Banglapedia (2021). National Encyclopedia of Bangladesh, Earthquakes.

BNBC (2015). Bangladesh National Building Code, House and Building Research Institute, Bangladesh Standards and Testing Institutions.

BS 5930 (British Standard (1990). Code of Practice for Site Investigations, British Standards Institution, London.

Cetin, K.O. and Seed, R.B., (2000). Earthquake-Induced Nonlinear Shear Mass Participation Factor (rd). Geotechnical Engineering Research Report No. UCB/GT2000/08, University of California, Berkeley

Evans,P.(1932). Tectonic succession of Assam, Trans. Min. Geol, Inst, India, 27, 155-260.

Hossain, A.T.M.S., Jafia, S.J., Khan, P.A., Khatun, M., Imam, H., SAYEM, H.M., Dutta, T. & Haque, M.E. (2023). The Hidden Geohazards In The Rohingya Refugee Camps Of Ukhiya, Cox’ Bazar, Bangladesh--A Threat For Sustainable Development, Paper ID.95, IAEG XIV Congress, Chengdhu, China, Springer Book Volume.

Idriss I.M. and Boulanger R.W.,( 2004). Semi-Empirical Procedures for Evaluating Liquefaction Potential During Earthquakes, Proc. of 11th SDEE and 3rd Conference. University of California, Berkeley IS: 2131 (1981) Method for Standard Penetration Test for Soils.

Ishihara, K. (1985) Stability of natural deposits during earthquakes, Theme lecture, Proc. 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 2, 321–376.

Iwasaki, T. (1986). Soil liquefaction studies in Japan. State-of- Art, Soil Dyn. Earthq. Eng., 5(1), 2– 68.

Iwasaki T. Tokida K., Taksuoko F., Watanabe S., Yasuda S. & Sato H.(1982). Microzonation for Soil Liquefaction Potential using Simplified Methods, Proc. of 3rd International Conf. on Microzonation, 3, 1319-1330.

LiquefyPro, Version 5.7 Later (2011). Liquefaction and Settlement Analysis Software Manual. CivilTech Software, USA.

MIL-HDBK-1007/3 (1997). Soil dynamics and special design aspects, Department of Defense Handbook. National Research Council.

NRC (1985). Liquefaction of soils during earthquakes. committee on earthquake engineering, National Academy Press, Washington, D.C. National Center For Earthquake Engineering Research

NCEER (1997). Proc. the NCEER workshop on evaluation of liquefaction resistance of soils. Technical Rep. No. NCEER-97-0022, Buffalo, NY, USA.

Shakil, M.S., Hossain. A.T.M.S & Pahlowan, E,U.D.; Assessment Of Liquefaction Potential From Sirajganj To Kurigram Area, Bangladesh, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 17(1), 31-43.

Seed, H.B. & Idriss, I.M. (1967). Analysis of soil liquefaction: Niigata earthquake. J. Soil Mech. and Foundation Div., Proc. ASCE, SM3, 83–108.

Seed, H. B., (1979). Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquake, Journal of Geotechnical Engineering Division, ASCE, 105(2), 201-225.

Seed, H. B. and Idriss, I. M., (1971). Simplified procedure for evaluating soil liquefaction potential, J. Geotech. Engrg. Div., ASCE, 97(9), 1249–1273.

Seed, H. B. and Idriss, I. M. (1982). Ground motions and soil lique-faction during earthquakes, Earthquake Engineering Research Institute Monograph, Oakland, Calif.

Seed, H. B., Tokimatsu, K., Harder, L. F. & Chung, R. M., (1985). Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Journal of Geotechnical Engineering, ASCE, 111(12), 1425 - 1445.

Youd et al., (2001). Liquefaction Resistance of Soils: Summary Report From The 1996 NCEER And 1998 NCEER /NSF, Workshops on Evaluation of Liquefaction Resistance of Soils, Journal of Geotechnical and Geoenvironmental Engineering.

Youd, T. L. and Noble, S. K., (1997). Magnitude scaling factors. Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, 149–165.

Youd, T. L., (2003). Liquefaction mechanisms and induced ground failure. In International Handbook of Earthquake and Engineering Seismology (Vol. Volume 81B): International Association Seismologist & Physist Earth’s Interior, Committee on Education.

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Published

2022-12-12

How to Cite

Hossain, A., Dutta, T., Mahbub, M. S., Jafrin, S. J., Khan, P. A., Haque, M. E., Sayem, M. H., Imam , H., Khatun, M., & Bakali, R. (2022). SPT Based Liquefaction Potentiality Index, Susceptibility & Risk Assessment in the Rohingya Refugee Camp Hills of Ukhiya, Cox’s Bazar, Bangladesh. American Journal of Environment and Climate, 1(3), 17–23. https://doi.org/10.54536/ajec.v1i3.843