Georisk Assessment and Management of Risk for Engineered Systems and Geohazards · 2013 · 38 citations · 36 references
EngineeringCivil EngineeringSoil SciencesEarthquake EngineeringGeotechnical EngineeringSoil ScienceEvolutionary ComputationGenetic AlgorithmsGenetic ProgrammingGeotechnical Earthquake EngineeringProbabilistic Safety AssessmentCone Penetration TestCone Penetration TestingLimit State DesignLimit State Function ModelingLiquefaction AssessmentProbabilistic Seismic AssessmentSeismically Induced Soil LiquefactionSoil Liquefaction Assessment
AbstractIn this paper, liquefaction potential of soil is evaluated within a probabilistic framework based on the post-liquefaction cone penetration test (CPT) data using an evolutionary artificial intelligence technique, multi-gene genetic programming (MGGP). Based on the developed limit state function using MGGP, a relationship is given between probability of liquefaction (PL) and factor of safety against liquefaction using Bayesian theory. This Bayesian mapping function is further used to develop a PL-based design chart for evaluation of liquefaction potential of soil. Using an independent database of 200 cases, the efficacy of the present MGGP-based probabilistic method is compared with that of the available probabilistic methods based on artificial neural network (ANN) and statistical methods. The proposed method is found to be more efficient in terms of rate of successful prediction of liquefaction and non-liquefaction cases, in three different ranges of PL values compared to ANN and statistical methods.Keywords: cone penetration testliquefaction indexartificial neural networkmulti-gene genetic programmingprobability of liquefactionBayesian mapping function
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