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A genetic algorithm approach for assessing soil liquefaction potential based on reliability method

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Deterministic approaches are unable to account for the variations in soil’s strength properties, earthquake loads, as well as source of errors in evaluations of liquefaction potential in sandy soils which make them questionable against other reliability concepts. Furthermore, deterministic approaches are incapable of precisely relating the probability of liquefaction and the factor of safety (FS). Therefore, the use of probabilistic approaches and especially, reliability analysis is considered since a complementary solution is needed to reach better engineering decisions. In this study, Advanced First-Order Second-Moment (AFOSM) technique associated with genetic algorithm (GA) and its corresponding sophisticated optimization techniques have been used to calculate the reliability index and the probability of liquefaction. The use of GA provides a reliable mechanism suitable for computer programming and fast convergence. A new relation is developed here, by which the liquefaction potential can be directly calculated based on the estimated probability of liquefaction (P L ), cyclic stress ratio (CSR) and normalized standard penetration test (SPT) blow counts while containing a mean error of less than 10% from the observational data. The validity of the proposed concept is examined through comparison of the results obtained by the new relation and those predicted by other investigators. A further advantage of the proposed relation is that it relates P L and FS and hence it provides possibility of decision making based on the liquefaction risk and the use of deterministic approaches. This could be beneficial to geotechnical engineers who use the common methods of FS for evaluation of liquefaction. As an application, the city of Babolsar which is located on the southern coasts of Caspian Sea is investigated for liquefaction potential. The investigation is based primarily on in situ tests in which the results of SPT are analysed.

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References

  • Afzalirad M 2006 Investigation into liquefaction hazard for city of Babolsar based on the reliability method; M.EngSc thesis, Shahid Bahonar University of Kerman.

  • Andrus R D and Stokoe K H 2000 Liquefaction resistance of soils from shear wave velocity; J. Geotech. Geoenviron. Eng. 126(11) 1015–1025.

    Article  Google Scholar 

  • Christian J T and Swiger W F 1975 Statistics of liquefaction and SPT results; J. Geotech. Eng. ASCE 101(11) 1135–1150.

    Google Scholar 

  • Chen C J and Juang C H 2000 Calibration of SPT and CPT based liquefaction evaluation methods; In: Innovations applications in geotechnical site characterization (eds) Mayne P and Hryciw R, Geotechnical Special Publication, No. 97, ASCE, New York, pp. 49–64.

  • Ditleveson O 1981 Uncertainty modeling (New York: McGraw-Hill).

    Google Scholar 

  • Donovan N C 1972 Earthquake hazards for building national bureau of standard build; Science Series 46, Building practice for disaster mitigation, Boulder, Colorado.

  • Goldberg D E 1989 Genetic algorithms in search, optimization, and machine learning; Addison-Wesley Publishing Co., Boston, MA, USA.

    Google Scholar 

  • Haeri S M and Zolfaghari M R 1993 Investigation on liquefaction occurrence due to Manjil 1990 Earthquake; Research Report by Centre for Study on Countermeasures to Natural Hazards and Disasters.

  • Halder A and Tang W H 1979 Probabilistic evaluation of liquefaction potential; J. Geotech. Eng. ASCE 104(2) 145–162.

    Google Scholar 

  • Hwang J H, Yang C W and Juang D S 2004 A practical reliability-based method for assessing soil liquefaction potential; J. Soil Dynamics Earthquake Eng. 24 761–770.

    Article  Google Scholar 

  • Idriss I M 1999 An update to the Seed–Idriss simplified procedure for evaluating liquefaction potential; Proceedings TRB Workshop on New Approaches to Liquefaction, Publication No. FHWA-RD-99–165, Federal Highway Administration California.

  • Idriss M and Boulanger R W 2004 Semi-empirical procedures for evaluating liquefaction potential during earthquakes; Proceedings of Joint Conference of the 11th International Conference on Soil Dynamics and Earthquake Engineering (SDEE) and the 3rd International Conference on Earthquake Geotechnical Engineering (ICEGE), Berkeley, California, pp. 32–56.

  • Idriss I M and Boulanger R W 2006 Semi-empirical procedure for evaluating liquefaction potential during earthquakes; J. Soil Dynamics Earthquake Eng. 26 115–130.

    Article  Google Scholar 

  • Idriss I M and Boulanger R W 2008 EERI Monograph on Soil liquefaction during earthquakes, 261p.

  • Iwasaki T, Tatsuoka F, Tokida K and Yasuda S 1978 A practical method for assessing soil liquefaction potential based on case studies at various sites in Japan; Proceedings of 2nd International Conference on Microzonation for Safer Construction – Research and Application 2 885–896.

    Google Scholar 

  • Juang C H, Rosowsky D V and Tang W H 1999 Reliability based method for assessing liquefaction potential of soils; J. Geotech. Geoenviron. Eng. 125(8) 684–689.

    Article  Google Scholar 

  • Juang C H, Jiang T and Andrus R D 2002 Assessing probability methods for liquefaction potential evaluation; J. Geotech. Geoenviron. Eng. 128(7) 580–589.

    Article  Google Scholar 

  • Juang C H, Fang S Y and Khor E H 2006 First order reliability method for probabilistic liquefaction triggering analysis using CPT; J. Geotech. Geoenviron. Eng. ASCE 132(3) 337–349.

    Article  Google Scholar 

  • Krishnakumar K and Goldberg D E 1992 Control system optimization using genetic algorithms; J. Guidance Control Dynamics 15(3) 735–740.

    Article  Google Scholar 

  • Liao S S C, Veneziano D and Whitman R V 1988 Regression models for evaluating liquefaction probability; J. Geotech. Eng. ASCE 114(4) 389–411.

    Article  Google Scholar 

  • Low B K and Tang W H 1997 Efficient reliability evaluation using spreadsheet; J. Eng. Mech. ASCE 123(7) 749–752.

    Article  Google Scholar 

  • McCully C and Bleobaum C L 1996 A genetic tool for optimal design sequencing in complex engineering system; Struct. Optim. J. 12 186–201.

    Article  Google Scholar 

  • Olsen R S 1997 Cyclic liquefaction based on the cone penetration test; Procedings NCEER Workshop on Evaluation of Liquefaction resistance of Soil, Tech. Rep., NCEER-97–0022, State University of New York at Buffalo, pp. 225–276.

  • Olsen R S and Koester J P 1995 Prediction of liquefaction resistance using the CPT; Proceedings of International Symposium on Cone Penetration Testing, Balkema, Rotterdam, 2 251–256.

  • Rauch A F 1997 Soil liquefaction in earthquakes; http:/Scholarlib.vt.edu/theses/available/etd-219182249741411/unrestricted/chp02.pdf.

  • Robertson P K and Wride C E 1998 Evaluating cyclic liquefaction potential using the cone penetration test; Can. Geotech. J. 35(3) 442–59.

    Article  Google Scholar 

  • Seed H B and Idriss I M 1971 Simplified procedure for evaluating soil liquefaction potential; J. Soil Mech. Found. ASCE 97(9) 1249–1273.

    Google Scholar 

  • Seed H B and Idriss I M 1982 Ground motions and soil liquefaction during earthquakes; Berkeley, CA: Earthquake Engineering Research Institute; p. 134.

  • Seed H B, Tokimatsu K, Harder Jr, Leslie F and Chung R 1984 The influence of SPT procedures on soil liquefaction resistance evaluations; Report No. UCB/EERC-84/15, Earthquake Engineering Research Center, University of California, Berkeley.

    Google Scholar 

  • Seed H B, Tokimatsu K, Harder L F and Chung R 1985 Influence of SPT procedures in soil liquefaction resistance evaluations; J. Geotech. Eng. ASCE 111(12) 1425–1445.

    Article  Google Scholar 

  • Seed R B, Cetin K O, Moss R E S, Kammerer A M, Wu J, Pestana J M and Riemer M F 2001 Recent advances in soil liquefaction engineering and seismic site response evaluation; Proceedings 4th International Conference and Symposium on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, University of Missouri, Rolla, Paper SPL-2.

  • Seed R B, Cetin K O, Moss R E S, Kammerer A M, Wu J, Pestana J M, Riemer M F, Sancio R B, Bray J D, Kayen R E and Faris A 2003 Recent advancements in soil liquefaction engineering: A unified and consistent framework; Keynote Presentation, 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, H.M.S. Queen Mary, Long Beach, California, April 30.

  • Shahpasandzadeh M and Zare M 1995 Primary seismic survey, seismic profiling and seismic hazard zoning of Mazandarn Province; Report by Int. Institute of Seismology and Earthquake Engineering (IISEE) Iran (in Persian language).

  • Suzuki Y, Tokimatsu K, Koyamada K, Taya Y and Kubota Y 1995 Field correlation of soil liquefaction based on CPT data; Proceedings International Symposium on Cone Penetration Testing CPT 95, Balkema, Rotterdam, 2 583–588.

  • Toprak S, Holzer T L, Bennett M J and Tinsley J C 1999 CPT- and SPT-based probabilistic assessment of liquefaction; Proceedings of 7th US–Japan Workshop on Earthquake resistant design of lifeline facilities and countermeasure against liquefaction, Multidisciplinary Centre for Earthquake Engineering Research, Buffalo, N.Y., pp. 69–86.

  • Youd T L and Idriss I M 1997 Evaluation of liquefaction resistance of soils; Proceedings of NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Tech. Rep., NCEER-97–0022, State University of New York, Buffalo.

  • Youd T L and Noble S K 1997 Liquefaction criteria based statistical and probabilistic analysis; Proceedings of NCEER Workshop on Evaluation of Liquefaction Resistance of Soils., Tech. Rep., NCEER-97–0022, State University of New York, Buffalo, pp. 201–216.

  • Youd T L, Idriss I M, Andrus R D, Arango I, Castro G, Christian J T, Dobry R, Finn WDL, Harder Jr, leslie F, Hynes ME, Ishihara K, Koester JP, Liao SSC, Marcuson W F III, Martin G R, Mitchell J K, Moriwaki Y, Power M S, Robertson P K, Seed R B and Stokoe K H II 1997 Summary Paper; Proceedings of NCEER Workshop on Evaluation of Liquefaction Resistance of Soils; NCEER- 97–0022.

  • Youd T L, Idriss I M, Andrus R D, Arango I, Castro G, Christian J T, Dobry R, Finn W D L, Leslie F, Harder Jr, Hynes M E, Ishihara K, Koester J P, Liao S S C, Marcuson W F III, Martin G R, Mitchell J K, Moriwaki Y, Power M S, Robertson P K, Seed R B and Stokoe K H 2001 II. Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and Liquefaction Resistance of Soils; J. Geotech. Geoenviron. Eng. 127(10) 817–833, 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils. http://www.bhrc.ac.ir/Portal/Default.aspx?alias=www.bhrc.ac.ir/portal/geotechnic IIEES; http://www.iiees.ac.ir/iiees/English/Pulication/eng_Publication_jsee.html.

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Authors and Affiliations

  1. Civil Engineering Department, Shahid Bahonar University of Kerman, P.O. Box 133, 76156, Kerman, Iran

    M H BAGHERIPOUR

  2. Civil Engineering Faculty, Babol University of Technology, P.O. Box 47144, Babol, Iran

    I SHOOSHPASHA

  3. Civil Engineering Department, Islamic Azad University, Qaemshahr branch, Iran

    M AFZALIRAD

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  1. M H BAGHERIPOUR
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  2. I SHOOSHPASHA
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  3. M AFZALIRAD
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Correspondence to M H BAGHERIPOUR.

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BAGHERIPOUR, M.H., SHOOSHPASHA, I. & AFZALIRAD, M. A genetic algorithm approach for assessing soil liquefaction potential based on reliability method. J Earth Syst Sci 121, 45–62 (2012). https://doi.org/10.1007/s12040-012-0137-2

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  • DOI: https://doi.org/10.1007/s12040-012-0137-2

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