Journal of Mining Science

, Volume 53, Issue 3, pp 457–468 | Cite as

Field Evaluation of Soil Liquefaction and Its Confrontation in Fine-Grained Sandy Soils (Case Study: South of Hormozgan Province)

  • Hadi Haeri
  • Vahab Sarfarazi
  • Alireza Bagher Shemirani
  • Hoshang Poyan Gohar
  • Hamid Reza Nejati
Geomechanics
  • 8 Downloads

Abstract

The phenomenon of liquefaction is one of the most important aftermaths of earthquakes. Whereas deposits subject to liquefaction are possible in city regions, during an earthquake and the existence of high-level underground waters, liquefaction is extremely probable. The aim of this research is to identify layers vulnerable to liquefaction and adopt necessary measures in order to prevent probable damages to structures and coastal facilities during earthquakes. This research has carried out case studies on the mechanism of liquefaction and evaluated the issues resulting to it in a number of coastal regions south of Hormozgan province. A sample of the application of this phenomenon in town construction projects in Bandar Abbas and methods to prevent and control them have also been referred to.

Keywords

Soil liquefaction sandy soils field evaluation 

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References

  1. 1.
    Seed, H.B., Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes, J. Geotechn. Eng. Div. ASCE, 1979, vol. 105(2), pp. 201–55.Google Scholar
  2. 2.
    Seed, H.B. and Idriss, I.M., Ground Motions and Soil Liquefaction during Earthquakes, Oakland (CA): Earthquake Engineering Research Institute Monograph, 1982.Google Scholar
  3. 3.
    Housner, G.W. and Jennings, P.C., Generation of Artificial Earthquakes, ASCE J. Eng. Mech. Div., 1964, vol. 90, pp. 113–50.Google Scholar
  4. 4.
    Scott, R.F. and Zuckerman, K.A., Sand Blows and Liquefaction, The Great Alaska Earthquake of 1964— Egineering Publication 1606. Washington DC: National Academy of Sciences; 1972, pp. 179–89.Google Scholar
  5. 5.
    Adalier, K., Post-Liquefaction Behavior of Soil Systems, I.S. Thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, NY, 1992.Google Scholar
  6. 6.
    Huang, Y. and Jiang, X.M., Field-Observed Phenomena of Seismic Liquefaction and Subsidence during the Wenchuan Earthquake, Nat. Hazards, 2010, vol. 54(3), pp. 839–50.CrossRefGoogle Scholar
  7. 7.
    Cao, Z., Youd, T.L., and Yuan, X., Gravelly Soils that Liquefied during Wenchuan, China Earthquake, Soil Dyn. Earthq. Eng., 2011, vol. 31(8), pp. 1132–43CrossRefGoogle Scholar
  8. 8.
    Bardet, J.P. and Kapuskar, M., Liquefaction Sand Boils in San Francisco during 1989 Loma Prieta Earthquake, J. Geotech. Eng., 1993, vol. 119(3), pp. 543–62CrossRefGoogle Scholar
  9. 9.
    Stewart, J.P., Chu, D.B., Seed, R.B., Ju, J.W., Perkins, W.J., Boulanger, R.W., et al., Chi-Chi Earthquake Reconnaissance Report: Soil Liquefaction, Earthq. Spectra, 2001, vol. 17(S1), pp. 37–60.CrossRefGoogle Scholar
  10. 10.
    Bray Jonathan, D., Sancio, R.B., Reimer, M.F., and Durgunoglu, T., Liquefaction Susceptibility of Fne-Grained Soils, Proc. 11th Int. Conf. on Soil Dynamics and Earthquake Engineering and 3rd Int. Conf. on Earthquake Geotech. Engrg., vol. 1, Berkely, CA, 2004, pp. 655–62.Google Scholar
  11. 11.
    Bhattacharya, S., Hyodo, M., Goda, K., Tazoh, T., and Taylor, C.A. Liquefaction of Soil in the Tokyo Bay Area from the 2011 Tohoku (Japan) Earthquake, Soil Dyn. Earthq. Eng., 2011, vol. 31, pp. 1618–28CrossRefGoogle Scholar
  12. 12.
    Belkhatir, M., Arab, A., Della, N., and Schanz, T., Experimental Study of Undrained Shear Strength of Silty Sand: Effect of Fnes and Gradation, Geotech. Geol. Eng., 2012, vol. 30(5), pp. 1103–18.CrossRefGoogle Scholar
  13. 13.
    Taylor, M.L., Cubrinovski, M., and Bradley, B.A., Characteristics of Ground Conditions in the Christchurch Central Business District, Aust. Geomech. J., 2012, vol. 47(4), pp. 43–58.Google Scholar
  14. 14.
    Plito, C., Plasticity Based Liqurefaction Criteria, Proc. 4th Int. Conf. on Recent Adv. in Geotech. Earth Engrg. and Soil Dynamics, San Diego, 2001.Google Scholar
  15. 15.
    Kishida. H., Characteristics of Liquefied Sands during Mino-Owari, Tohnankai, and Fukui Earthquakes, Soils Found., 1969, vol. 9(1), pp. 75–92.CrossRefGoogle Scholar
  16. 16.
    Ishihara, K, Shimuzu, K., and Yamada, Y., Pour Water Pressures Measured in Sand Deposits During an Earthquake, Soils Found., 1981, vol. 21, pp. 85–100CrossRefGoogle Scholar
  17. 16a.
    Jaeger, J.C., Elasticity, fracture and flow. London: Methuen and Co. Ltd.; 1969.Google Scholar
  18. 17.
    Dobry, R., Liquefaction of Soils during Earthquakes, National Research Council (NRC) Committee on Earthquake Engineering. Report no CETS-EE-001, Washington DC, 1985.Google Scholar
  19. 18.
    Seed, H.B., Tokimatsu, K., Harder, L.F., Chung, R.M., Influence of SPT Procedures in Soil Liquefaction Resistance Evaluation, Rep. No. UCB/EERC-84/15, Earthquake Eng. Res. Ctr., California: Univ. of California, Berkeley; 1984.Google Scholar
  20. 19.
    Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., et al., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils, J. Geotech. Geoenviron. Eng. ASCE, 2001, vol. 127(10), pp. 817–33.CrossRefGoogle Scholar
  21. 20.
    Robertson, P.K. and Campanella, R.G., Liquefaction Potential of Sands Using the Cone Penetration Test, J. Geotech. Div. ASCE, 1985;111(3):384–407.CrossRefGoogle Scholar
  22. 21.
    Andrus, R.D. and Stokoe, K.H., Liquefaction Resistance of Soils from Shear Wave Velocity, J. Geotech. Geoenviron. Eng. ASCE, 2000, vol. 108, 126(11), pp. 1015–25.CrossRefGoogle Scholar
  23. 22.
    Cavallaro, A., Grasso, S., Maugeri, M., and Motta, E., An Innovative Low-Cost SDMT Marine Investigation for the Evaluation of the Liquefaction Potential in the Genovaharbour (Italy), Proceedings of the 4th International Conference on Geotechnical and Geophysical Site Characterization, 2013. ISC’4–ISBN: 978-0-415-62136-6, At Porto de Galinhas.Google Scholar
  24. 23.
    Maugeri, M. and Grasso, S., Liquefaction Potential Evaluation at Catania Harbour (Italy), WIT Trans. Built. Environ., 2013, vol. 132, pp. 69–81.CrossRefGoogle Scholar
  25. 24.
    Monaco, P., Totani, G., Totani, F., Grasso, S., and Maugeri, M., Site Effects and Site Amplification due to the 2009 Abruzzo Earthquake, Earthquake Resist. Eng. Struct., 2009, vol. VIII.Google Scholar
  26. 25.
    Monaco, P., Santucci de Magistris, F., Grasso, S., Marchetti, S., Maugeri, M., and Totani, G., Analysis of the Liquefaction Phenomena in the Village of Vittorito (L’Aquila), Bull. Earthquake Eng., 2011, vol. 9, pp. 231–61.CrossRefGoogle Scholar
  27. 26.
    Grasso, S. and Maugeri, M., The Seismic Microzonation of the City of Catania (Italy) for the Etna Scenario Earthquake (M6.2) of February 20 1818, Earthquake Spectra, 2012, vol. 28(2), pp. 573–94.CrossRefGoogle Scholar
  28. 27.
    Grasso, S. and Maugeri, M., The Seismic Dilatometer Marchetti Test (SDMT) for Evaluating Liquefaction Potential under Cyclic Loading, Geotech. Earthquake Eng. Soil Dyn., 2008, vol. IV, pp. 1–15.Google Scholar

Copyright information

© Pleiades Publishing, Ltd. 2017

Authors and Affiliations

  • Hadi Haeri
    • 1
  • Vahab Sarfarazi
    • 2
  • Alireza Bagher Shemirani
    • 3
  • Hoshang Poyan Gohar
    • 4
  • Hamid Reza Nejati
    • 5
  1. 1.Young Researchers and Elite Club, Bafgh BranchIslamic Azad UniversityTehranIran
  2. 2.Department of Mining EngineeringHamedan University of TechnologyHamedanIran
  3. 3.Department of Civil EngineeringSadra Institute of Higher EducationTehranIran
  4. 4.Department of Civil Engineering, Bafgh BranchIslamic Azad UniversityTehranIran
  5. 5.Rock Mechanics Division, School of EngineeringTarbiat Modares UniversityTehranIran

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