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Pore pressure model based on accumulated stress

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Abstract

We present a pore pressure model that predicts the build-up of residual pore pressure from accumulated shear stress. The main advantage of the model is that all of the input parameters can be selected from a CSR (cyclic stress ratio)–\(N\) (number of cycles required for liquefaction) curve measured from a stress-controlled test. The formulation of the model and guidelines for selecting its parameters are presented. Comparisons with measurements validated the applicability of the model and also the parameter selection procedure. Further comparisons with another accumulated stress-based model highlight the superiority of the proposed model in terms of accuracy and ease-of-use.

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References

  • Booker JR, Rahman MS, Seed HB (1976) GADFLEA—a computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading. Earthquake Engineering Center, University of California at Berkeley, Berkeley, CA

    Google Scholar 

  • Carraro JAH, Bandini P, Salgado R (2003) Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance. J Geotech Geoenviron Eng 129:965–976

    Article  Google Scholar 

  • Derakhshandia M, Rathje EM, Hazirbabac K, Mirhosseinid SM (2008) The effect of plastic fines on the pore pressure generation characteristics of saturated sands. Soil Dyn Earthq Eng 28:376–386

    Article  Google Scholar 

  • Dobry R, Pierce WG, Dyvik R, Thomas GE, Ladd RS (1985) Pore pressure model for cyclic straining of sand. Civil Engineering Department, Rensselaer Polytechnic Institute, Troy, NY

    Google Scholar 

  • Finn WDL, Bhatia SK (1982) Prediction of seismic pore water pressures. In: 10th International conference in soil mechanics and foundations, Stockholm, pp 201–206

  • Green R, Mitchell J, Polito C (2000) An energy-based excess pore pressure generation model for cohesionless soils. In: Smith JW, Carter JP (eds) John Booker Memorial Symp—Developments in Theoretical Geomechananics. Balkema, Rotterdam, pp 383–390

  • Ivšić T (2006) A model for presentation of seismic pore water pressures. Soil Dyn Earthq Eng 26:191–199

    Article  Google Scholar 

  • Koester JP (1994) The influence of fines type and content on cyclic strength. In: Prakash S, Dakoulas P (eds) Ground failures under seismic conditions, vol 44. ASCE Geotechnical Special Publications, pp 17–33

  • Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, Upper Saddle River, NJ

    Google Scholar 

  • Lee KL, Albaisa A (1974) Earthquake induced settlements in saturated sands. J Soil Mech Found Div ASCE 100:387–406

    Google Scholar 

  • Park IJ, Shin YS, Choi JS, Kim SI (1999) A study on the conventional liquefaction analysis and application to Korean liquefaction hazard zones. In: KGS spring ’99 national conference, Seoul, Korea

  • Park S-S, Kim Y-S (2013) Liquefaction resistance of sands containing plastic fines with different plasticity. J Geotech Geoenviron Eng 139:825–830

    Article  Google Scholar 

  • Polito C, Green RA, Lee J (2008) Pore pressure generation models for sands and silty soils subjected to cyclic loading. J Geotech Geoenviron Eng 134:1490–1500

    Article  Google Scholar 

  • Seed HB, Lee KL (1966) Liquefaction of saturated sands during cyclic loading. J Soil Mech Found Div 92:25–58

    Google Scholar 

  • Seed HB, Martin PP, Lysmer J (1975) The generation and dissipation of pore water pressures during soil liquefaction. Report No. UCB/EERC 75—26. Earthquake Engineering Center, University of California, Berkeley, CA

  • Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng 109:458–482

    Article  Google Scholar 

  • Silver NL, Seed HB (1971) Volume changes in sands during cyclic loading. J Soil Mech Found Div ASCE 97:1171–1182

    Google Scholar 

  • Silver ML, Park TK (1976) Liquefaction potential evaluated from cyclic strain-controlled properties tests on sands. Soils Found 16:51–65

    Article  Google Scholar 

  • Troncoso J, Verdugo R (1985) Silt content and dynamic behavior of tailing sands. In: 12th International conference on soil mechanics and foundation engineering, San Francisco, CA, p 4

  • Wu J, Kammerer AM, Riemer MF, Seed RB, Pestana JM (2004) Laboratory study of liquefaction triggering criteria. In: 13th World conference on earthquake engineering, Vancouver

  • Xenaki V, Athanasopoulos G (2003) Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines. Soil Dyn Earthq Eng 23:1–12

    Article  Google Scholar 

  • Youd TL (1972) Compaction of sands by repeated shear straining. J Soil Mech Found Div ASCE 98:709–725

    Google Scholar 

Download references

Acknowledgments

This research was supported by National Research Foundation of Korea Grant (NRF-2011-0012486). The authors gratefully acknowledge this support. The authors appreciate the assistance of Chun-Ik Park and Jae-Hoon Chang in collection and organization of the measured data.

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Correspondence to Duhee Park.

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Park, T., Park, D. & Ahn, JK. Pore pressure model based on accumulated stress. Bull Earthquake Eng 13, 1913–1926 (2015). https://doi.org/10.1007/s10518-014-9702-1

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  • DOI: https://doi.org/10.1007/s10518-014-9702-1

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