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Volumn 37, Issue 11, 2011, Pages 1883-1893

Prediction of strain energy-based liquefaction resistance of sand-silt mixtures: An evolutionary approach

Author keywords

Capacity energy; Genetic programming; Liquefaction; Sand; Silt; Wildlife

Indexed keywords

CAPACITY ENERGY; CENTRIFUGE MODEL TEST; CYCLIC TESTS; DOWNHOLES; EARTHQUAKE EXCITATION; EVOLUTIONARY APPROACH; EXPERIMENTAL OBSERVATION; FIELD CONDITIONS; FINES CONTENT; GROUND FAILURE; INPUT VARIABLES; LIQUEFACTION POTENTIALS; LIQUEFACTION RESISTANCE; MEAN-GRAIN SIZE; NONPLASTIC; OVERBURDEN PRESSURES; PARAMETRIC STUDY; PREDICTIVE MODELS; RELATIVE DENSITY; SATURATED SOIL DEPOSITS; STRAIN ENERGY DENSITY; VALIDATION DATA; WILDLIFE;

EID: 80054890052     PISSN: 00983004     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cageo.2011.04.008     Document Type: Article
Times cited : (59)

References (78)
  • 3
    • 0029475263 scopus 로고
    • Residual strength and large-deformation potential of loose silty sands
    • Baziar M.H., Dobry R. Residual strength and large-deformation potential of loose silty sands. Journal of Geotechnical Engineering ASCE 1995, 121(12):896-906.
    • (1995) Journal of Geotechnical Engineering ASCE , vol.121 , Issue.12 , pp. 896-906
    • Baziar, M.H.1    Dobry, R.2
  • 4
    • 34748904111 scopus 로고    scopus 로고
    • Assessment of liquefaction triggering using strain energy concept and ANN model: capacity energy
    • Baziar M.H., Jafarian Y. Assessment of liquefaction triggering using strain energy concept and ANN model: capacity energy. Soil Dynamics and Earthquake Engineering 2007, 27:1056-1072.
    • (2007) Soil Dynamics and Earthquake Engineering , vol.27 , pp. 1056-1072
    • Baziar, M.H.1    Jafarian, Y.2
  • 5
    • 34347265672 scopus 로고
    • Sand Boils and Their Source Beds-November 24, 1987. Superstition Hills earthquake, Imperial Valley, California (abstract). Associated Engineering Geology Abstracts Program
    • Bennett, M.J., 1988. Sand Boils and Their Source Beds-November 24, 1987. Superstition Hills earthquake, Imperial Valley, California (abstract). Associated Engineering Geology Abstracts Program, vol. 31, p. 38.
    • (1988) , vol.31 , pp. 38
    • Bennett, M.J.1
  • 6
    • 0022082274 scopus 로고
    • Energy dissipation and seismic liquefaction of sands: revised model
    • Berrill J.B., Davis R.O. Energy dissipation and seismic liquefaction of sands: revised model. Soils and Foundations 1985, 25(2):106-118.
    • (1985) Soils and Foundations , vol.25 , Issue.2 , pp. 106-118
    • Berrill, J.B.1    Davis, R.O.2
  • 7
    • 80054942164 scopus 로고    scopus 로고
    • Seismic Liquefaction Trigger Mechanisms. Ph.D. Dissertation, Department of Civil Engineering, University of Canterbury
    • Butterfield, K.J., 2004. Seismic Liquefaction Trigger Mechanisms. Ph.D. Dissertation, Department of Civil Engineering, University of Canterbury, 182pp.
    • (2004) , pp. 182
    • Butterfield, K.J.1
  • 9
    • 80054902200 scopus 로고    scopus 로고
    • Reliability-Based Assessment of Seismic Soil Liquefaction Initiation Hazard. Ph.D. Dissertation, University of California, Berkeley, CA
    • Cetin, K.O., 2000. Reliability-Based Assessment of Seismic Soil Liquefaction Initiation Hazard. Ph.D. Dissertation, University of California, Berkeley, CA, 181 pp.
    • (2000) , pp. 181
    • Cetin, K.O.1
  • 10
    • 0036009668 scopus 로고    scopus 로고
    • Effects of fines content on liquefaction strength and dynamic settlement of reclaimed soil
    • Chien L.K., Oh Y.N., Chang C.H. Effects of fines content on liquefaction strength and dynamic settlement of reclaimed soil. Canadian Geotechnical Journal 2002, 39:254-265.
    • (2002) Canadian Geotechnical Journal , vol.39 , pp. 254-265
    • Chien, L.K.1    Oh, Y.N.2    Chang, C.H.3
  • 14
    • 80054904443 scopus 로고    scopus 로고
    • Evaluating the Liquefaction Potential of Soils by the Energy Method in the Centrifuge. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH
    • Dief, H.M., 2000. Evaluating the Liquefaction Potential of Soils by the Energy Method in the Centrifuge. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH, 219pp.
    • (2000) , pp. 219
    • Dief, H.M.1
  • 15
    • 80054925183 scopus 로고
    • Pore pressure and acceleration response of wildlife site during the 1987 earthquake. In: Proceedings from the Second U.S.-Japan Workshop on Liquefaction, Large Ground Deformation and Their Effects on Lifelines, Technical Report NCEER-89-0032, National Center for Earthquake Engineering Research, State University of New
    • Dobry, R., Elgamal, A.-W., Baziar, M.H., Vucetic, M., 1989. Pore pressure and acceleration response of wildlife site during the 1987 earthquake. In: Proceedings from the Second U.S.-Japan Workshop on Liquefaction, Large Ground Deformation and Their Effects on Lifelines, Technical Report NCEER-89-0032, National Center for Earthquake Engineering Research, State University of New York at Buffalo, pp. 145-160.
    • (1989)
    • Dobry, R.1    Elgamal, A.-W.2    Baziar, M.H.3    Vucetic, M.4
  • 16
    • 1642267376 scopus 로고
    • Discussion to "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes" by Seed HB and "Liquefaction potential: Science versus practice" by Peck RB
    • Dobry R., Ladd R.S. Discussion to "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes" by Seed HB and "Liquefaction potential: Science versus practice" by Peck RB. Journal of Geotechnical Engineering Division ASCE 1980, 106(GT6):720-724.
    • (1980) Journal of Geotechnical Engineering Division ASCE , vol.106 , Issue.GT6 , pp. 720-724
    • Dobry, R.1    Ladd, R.S.2
  • 19
    • 80054920495 scopus 로고    scopus 로고
    • Energy-Based Evaluation and Remediation of Liquefiable Soils. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA
    • Green, R.A., 2001. Energy-Based Evaluation and Remediation of Liquefiable Soils. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA, 394 pp.
    • (2001) , pp. 394
    • Green, R.A.1
  • 23
    • 80054880273 scopus 로고    scopus 로고
    • Data-Based Modeling Using Genetic Programming. Ph.D. Dissertation, Department of Chemical and Process Engineering, University of Newcastle-upon-Tyne, UK.
    • Hiden, H.G., 1998. Data-Based Modeling Using Genetic Programming. Ph.D. Dissertation, Department of Chemical and Process Engineering, University of Newcastle-upon-Tyne, UK.
    • (1998)
    • Hiden, H.G.1
  • 24
    • 9444255340 scopus 로고    scopus 로고
    • Modelling chemical process systems using a multi-gene genetic programming algorithm. In: Koza, J. (Ed.) Proceedings of the First Annual Conference on Genetic Programming (late breaking papers)
    • Hinchliffe, M.P., Willis, M.J., Hiden, H.G., Tham, M.T., McKay, B., Barton, G.W., 1996. Modelling chemical process systems using a multi-gene genetic programming algorithm. In: Koza, J. (Ed.) Proceedings of the First Annual Conference on Genetic Programming (late breaking papers), pp. 56-65.
    • (1996) , pp. 56-65
    • Hinchliffe, M.P.1    Willis, M.J.2    Hiden, H.G.3    Tham, M.T.4    McKay, B.5    Barton, G.W.6
  • 26
    • 34347247342 scopus 로고    scopus 로고
    • Liquefaction, ground oscillation, and soil deformation at the Wildlife array, California
    • Holzer T.L., Youd T.L. Liquefaction, ground oscillation, and soil deformation at the Wildlife array, California. Bulletin of the Seismological Society of America 2007, 97(3):961-976.
    • (2007) Bulletin of the Seismological Society of America , vol.97 , Issue.3 , pp. 961-976
    • Holzer, T.L.1    Youd, T.L.2
  • 27
    • 79960313010 scopus 로고
    • Study on the relationship between shear work and pore water pressure for saturated sand in undrained test. In: Proceedings of First International Conference on Earthquake Geotechnical Engineering, A.A Balkema Publishers, Rotterdam, The Netherlands
    • Hsu, H.L., 1995. Study on the relationship between shear work and pore water pressure for saturated sand in undrained test. In: Proceedings of First International Conference on Earthquake Geotechnical Engineering, A.A Balkema Publishers, Rotterdam, The Netherlands, vol. 1, pp. 301-307.
    • (1995) , vol.1 , pp. 301-307
    • Hsu, H.L.1
  • 28
    • 32444437065 scopus 로고    scopus 로고
    • Semi-empirical procedures for evaluating liquefaction potential during earthquakes
    • Idriss I.M., Boulanger R.W. Semi-empirical procedures for evaluating liquefaction potential during earthquakes. Soil Dynamics and Earthquake Engineering 2006, 26:115-130.
    • (2006) Soil Dynamics and Earthquake Engineering , vol.26 , pp. 115-130
    • Idriss, I.M.1    Boulanger, R.W.2
  • 29
    • 0024923428 scopus 로고
    • In-situ pore water pressures and ground motions during the 1987 Chiba-Toho-Oki earthquake
    • Ishihara K., Muroi T., Towhata I. In-situ pore water pressures and ground motions during the 1987 Chiba-Toho-Oki earthquake. Soils and Foundations 1989, 29(4):75-90.
    • (1989) Soils and Foundations , vol.29 , Issue.4 , pp. 75-90
    • Ishihara, K.1    Muroi, T.2    Towhata, I.3
  • 30
    • 0012077063 scopus 로고
    • Sand liquefaction due to irregular excitation
    • Ishihara K., Yasuda S. Sand liquefaction due to irregular excitation. Soils and Foundations 1972, 12(4):65-77.
    • (1972) Soils and Foundations , vol.12 , Issue.4 , pp. 65-77
    • Ishihara, K.1    Yasuda, S.2
  • 31
    • 78649776871 scopus 로고    scopus 로고
    • Empirical predictive model for the vmax/amax ratio of strong ground motions using genetic programming
    • Jafarian Y., Kermani E., Baziar M.H. Empirical predictive model for the vmax/amax ratio of strong ground motions using genetic programming. Computers & Geosciences 2010, 36(12):1523-1531.
    • (2010) Computers & Geosciences , vol.36 , Issue.12 , pp. 1523-1531
    • Jafarian, Y.1    Kermani, E.2    Baziar, M.H.3
  • 32
    • 77954758317 scopus 로고    scopus 로고
    • Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξr)
    • Jafarian Y., Sadeghi Abdollahi A., Vakili R., Baziar M.H. Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξr). Soil Dynamics and Earthquake Engineering 2010, 30:1061-1072.
    • (2010) Soil Dynamics and Earthquake Engineering , vol.30 , pp. 1061-1072
    • Jafarian, Y.1    Sadeghi Abdollahi, A.2    Vakili, R.3    Baziar, M.H.4
  • 33
    • 33747786653 scopus 로고    scopus 로고
    • Evaluation of liquefaction induced lateral displacements using genetic programming
    • Javadi A.A., Rezania M., Mousavi Nezhad M. Evaluation of liquefaction induced lateral displacements using genetic programming. Computers and Geotechnics 2006, 33:222-233.
    • (2006) Computers and Geotechnics , vol.33 , pp. 222-233
    • Javadi, A.A.1    Rezania, M.2    Mousavi Nezhad, M.3
  • 34
    • 80054927044 scopus 로고    scopus 로고
    • Liquefaction Resistance of Granular Mixes Based on Contact Density and Energy Considerations. Ph.D. Dissertation, Department of Civil, Structural, and Environmental Engineering, The State University of New York at Buffalo, Buffalo, NY
    • Kanagalingam, T., 2006. Liquefaction Resistance of Granular Mixes Based on Contact Density and Energy Considerations. Ph.D. Dissertation, Department of Civil, Structural, and Environmental Engineering, The State University of New York at Buffalo, Buffalo, NY, 386pp.
    • (2006) , pp. 386
    • Kanagalingam, T.1
  • 36
    • 0028722389 scopus 로고
    • The influence of fines type and content on cyclic strength. Ground failures under seismic conditions
    • Koester J.P. The influence of fines type and content on cyclic strength. Ground failures under seismic conditions. Geotechnical Special Publication ASCE 1994, 44:17-33.
    • (1994) Geotechnical Special Publication ASCE , vol.44 , pp. 17-33
    • Koester, J.P.1
  • 37
    • 84874363547 scopus 로고    scopus 로고
    • Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests. In: Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering-Invited Lectures, Springer, The Netherlands
    • Kokusho, T., 2007. Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests. In: Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering-Invited Lectures, Springer, The Netherlands, pp. 159-184.
    • (2007) , pp. 159-184
    • Kokusho, T.1
  • 40
    • 0003868924 scopus 로고    scopus 로고
    • Prentice-Hall International Series in Civil Engineering and Engineering Mechanics, Upper Saddle River, New Jersey
    • Kramer S.L. Geotechnical Earthquake Engineering 1996, Prentice-Hall International Series in Civil Engineering and Engineering Mechanics, Upper Saddle River, New Jersey, 653 pp.
    • (1996) Geotechnical Earthquake Engineering , pp. 653
    • Kramer, S.L.1
  • 41
    • 80054905709 scopus 로고    scopus 로고
    • Influence of Loading Rate on the Unit Energy Required for Liquefaction. M.Sc. Thesis, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH
    • Kusky, P.J., 1996. Influence of Loading Rate on the Unit Energy Required for Liquefaction. M.Sc. Thesis, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH, 97 pp.
    • (1996) , pp. 97
    • Kusky, P.J.1
  • 42
    • 0025572867 scopus 로고
    • An energy approach for assessing seismic liquefaction potential
    • Law K.T., Cao Y.L., He G.N. An energy approach for assessing seismic liquefaction potential. Canadian Geotechnical Journal 1990, 27(3):320-329.
    • (1990) Canadian Geotechnical Journal , vol.27 , Issue.3 , pp. 320-329
    • Law, K.T.1    Cao, Y.L.2    He, G.N.3
  • 44
    • 80054955634 scopus 로고
    • Development of an Energy Method for Evaluating the Liquefaction Potential of a Soil Deposit. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH
    • Liang, L., 1995. Development of an Energy Method for Evaluating the Liquefaction Potential of a Soil Deposit. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH, 281pp.
    • (1995) , pp. 281
    • Liang, L.1
  • 46
    • 3543125839 scopus 로고    scopus 로고
    • Lexicographic parsimony pressure. In: Proceedings of GECCO-2002
    • Luke, S., Panait, L., 2002. Lexicographic parsimony pressure. In: Proceedings of GECCO-2002, pp. 829-836.
    • (2002) , pp. 829-836
    • Luke, S.1    Panait, L.2
  • 47
    • 80054915599 scopus 로고
    • The Effects of Method of Sample Preparation on the Cyclic Stress-Strain Behavior of Sands. Report EERC 75-18, Earthquake Engineering Research Center, University of California, Berkeley.
    • Mulilis, J.P., Chan, C.K., Seed, H.B., 1975. The Effects of Method of Sample Preparation on the Cyclic Stress-Strain Behavior of Sands. Report EERC 75-18, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1975)
    • Mulilis, J.P.1    Chan, C.K.2    Seed, H.B.3
  • 48
    • 1442338442 scopus 로고    scopus 로고
    • Effect of fines content on steady-state strength of mixed and layered samples of a sand
    • Naeini S.A., Baziar M.H. Effect of fines content on steady-state strength of mixed and layered samples of a sand. Soil Dynamics and Earthquake Engineering 2004, 24:181-187.
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , pp. 181-187
    • Naeini, S.A.1    Baziar, M.H.2
  • 50
    • 80054885119 scopus 로고    scopus 로고
    • NCEER, In: Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils. Technical Report NCEER-97-0022, National Center for Earthquake Engineering Research, The State University of New York at Buffalo
    • NCEER, 1997. In: Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils. Technical Report NCEER-97-0022, National Center for Earthquake Engineering Research, The State University of New York at Buffalo, 276 pp.
    • (1997) , pp. 276
  • 51
    • 0018651218 scopus 로고
    • A unified approach to densification and liquefaction of cohesionless sand in cyclic shearing
    • Nemat-Nasser S., Shokooh A. A unified approach to densification and liquefaction of cohesionless sand in cyclic shearing. Canadian Geotechnical Journal 1979, 16(4):659-678.
    • (1979) Canadian Geotechnical Journal , vol.16 , Issue.4 , pp. 659-678
    • Nemat-Nasser, S.1    Shokooh, A.2
  • 52
    • 80054964513 scopus 로고    scopus 로고
    • The Effects of Non-Plastic and Plastic Fines on the Liquefaction of Sandy Soils. Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA
    • Polito, C.P., 1999. The Effects of Non-Plastic and Plastic Fines on the Liquefaction of Sandy Soils. Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA, 274 pp.
    • (1999) , pp. 274
    • Polito, C.P.1
  • 55
    • 0142260951 scopus 로고    scopus 로고
    • A reconciliation of the effects of non-plastic fines on the liquefaction resistance of sands reported in the literature
    • Polito C.P., Martin J.R. A reconciliation of the effects of non-plastic fines on the liquefaction resistance of sands reported in the literature. Earthquake Spectra 2003, 19(3):635-651.
    • (2003) Earthquake Spectra , vol.19 , Issue.3 , pp. 635-651
    • Polito, C.P.1    Martin, J.R.2
  • 56
    • 70649110356 scopus 로고    scopus 로고
    • A new genetic programming model for predicting settlements of shallow foundations
    • Rezania M., Javadi A.A. A new genetic programming model for predicting settlements of shallow foundations. Canadian Geotechnical Journal 2007, 44(12):1462-1473.
    • (2007) Canadian Geotechnical Journal , vol.44 , Issue.12 , pp. 1462-1473
    • Rezania, M.1    Javadi, A.A.2
  • 57
    • 80054899570 scopus 로고    scopus 로고
    • The Influence of Grain-Size Characteristics in Determining the Liquefaction Potential of a Soil Deposit by the Energy Method. M.Sc. Thesis, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH
    • Rokoff, M.D., 1999. The Influence of Grain-Size Characteristics in Determining the Liquefaction Potential of a Soil Deposit by the Energy Method. M.Sc. Thesis, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH, 133 pp.
    • (1999) , pp. 133
    • Rokoff, M.D.1
  • 58
    • 80054887865 scopus 로고    scopus 로고
    • GPTIPS: Genetic Programming & Symbolic Regression for MATLAB. (accessed 10 February, 2010).
    • Searson, D.P., 2009a. GPTIPS: Genetic Programming & Symbolic Regression for MATLAB. (accessed 10 February, 2010). http://gptips.sourceforge.net.
    • (2009)
    • Searson, D.P.1
  • 59
    • 80054920494 scopus 로고    scopus 로고
    • GPTIPS: Genetic Programming & Symbolic Regression for MATLAB, User Guide. (Accessed 10 February, 2010).
    • Searson, D.P., 2009b. GPTIPS: Genetic Programming & Symbolic Regression for MATLAB, User Guide. (Accessed 10 February, 2010).
    • (2009)
    • Searson, D.P.1
  • 60
    • 1642267376 scopus 로고
    • Closure to "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes."
    • Seed H.B. Closure to "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes.". Journal of Geotechnical Engineering Division ASCE 1980, 106(GT6):724.
    • (1980) Journal of Geotechnical Engineering Division ASCE , vol.106 , Issue.GT6 , pp. 724
    • Seed, H.B.1
  • 63
    • 80054896326 scopus 로고
    • Influence of Seismic History on the Liquefaction Characteristics of Sands. Report EERC 75-25, Earthquake Engineering Research Center, University of California, Berkeley.
    • Seed, H.B., Mori, K., Chan, C.K., 1975. Influence of Seismic History on the Liquefaction Characteristics of Sands. Report EERC 75-25, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1975)
    • Seed, H.B.1    Mori, K.2    Chan, C.K.3
  • 65
    • 80054930388 scopus 로고    scopus 로고
    • Case History Verification of the Energy Method to Determine the Liquefaction Potential of Soil Deposits. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH
    • Tao, M., 2003. Case History Verification of the Energy Method to Determine the Liquefaction Potential of Soil Deposits. Ph.D. Dissertation, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH, 173 pp.
    • (2003) , pp. 173
    • Tao, M.1
  • 66
    • 0031597232 scopus 로고    scopus 로고
    • Effect of fines and confining stress on undrained shear strength of silty sands
    • Thevanayagam S. Effect of fines and confining stress on undrained shear strength of silty sands. Journal of Geotechnical and Geoenvironmental Engineering ASCE 1998, 124(6):479-491.
    • (1998) Journal of Geotechnical and Geoenvironmental Engineering ASCE , vol.124 , Issue.6 , pp. 479-491
    • Thevanayagam, S.1
  • 67
    • 80054880761 scopus 로고
    • Discussion to "Energy dissipation and seismic liquefaction of sands: revised model" by Berrill JB, Davis RO
    • Towhata I. Discussion to "Energy dissipation and seismic liquefaction of sands: revised model" by Berrill JB, Davis RO. Soils and Foundations 1986, 26(1):134-135.
    • (1986) Soils and Foundations , vol.26 , Issue.1 , pp. 134-135
    • Towhata, I.1
  • 68
    • 80054947593 scopus 로고    scopus 로고
    • Geotechnical Earthquake Engineering, Springer Series in Geomechanics and Geoengineering, Springer-Verlag, Berlin
    • Towhata, I., 2008. Geotechnical Earthquake Engineering, Springer Series in Geomechanics and Geoengineering, Springer-Verlag, Berlin, 684 pp.
    • (2008) , pp. 684
    • Towhata, I.1
  • 69
    • 0022129033 scopus 로고
    • Shear work and pore water pressure in undrained shear
    • Towhata I., Ishihara K. Shear work and pore water pressure in undrained shear. Soils and Foundations 1985, 25(3):73-84.
    • (1985) Soils and Foundations , vol.25 , Issue.3 , pp. 73-84
    • Towhata, I.1    Ishihara, K.2
  • 70
    • 0001479546 scopus 로고
    • Silt content and dynamic behavior of tailing sands. In: Proceedings of the 12th International Conference of Soil Mechanics and Foundation Engineering, San Francisco, CA
    • Troncoso, J.H., Verdugo, R., 1985. Silt content and dynamic behavior of tailing sands. In: Proceedings of the 12th International Conference of Soil Mechanics and Foundation Engineering, San Francisco, CA, pp. 1311-1314.
    • (1985) , pp. 1311-1314
    • Troncoso, J.H.1    Verdugo, R.2
  • 71
    • 0028714059 scopus 로고
    • Liquefaction of silty soils. Ground failures under seismic conditions
    • Vaid Y.P. Liquefaction of silty soils. Ground failures under seismic conditions. Geotechnical Special Publication 1994, 44:1-16.
    • (1994) Geotechnical Special Publication , vol.44 , pp. 1-16
    • Vaid, Y.P.1
  • 72
    • 85006097730 scopus 로고
    • Resistance of soil to liquefaction and settlement
    • Whitman R.V. Resistance of soil to liquefaction and settlement. Soils and Foundations 1971, 11(4):59-68.
    • (1971) Soils and Foundations , vol.11 , Issue.4 , pp. 59-68
    • Whitman, R.V.1
  • 73
    • 0037392897 scopus 로고    scopus 로고
    • Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines
    • Xenaki V.C., Athanasopoulos G.A. Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines. Soil Dynamics and Earthquake Engineering 2003, 23:183-194.
    • (2003) Soil Dynamics and Earthquake Engineering , vol.23 , pp. 183-194
    • Xenaki, V.C.1    Athanasopoulos, G.A.2
  • 74
    • 0035311511 scopus 로고    scopus 로고
    • Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF Workshops on evaluation of liquefaction resistance of soils
    • Youd T.L., et al. 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 ASCE 2001, 127(10):817-833.
    • (2001) Journal of Geotechnical and Geoenvironmental Engineering ASCE , vol.127 , Issue.10 , pp. 817-833
    • Youd, T.L.1


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