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    Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author:
    Chong Tang
    ,
    Kok-Kwang Phoon
    ,
    Yit-Jin Chen
    DOI: 10.1061/(ASCE)GT.1943-5606.0002087
    Publisher: American Society of Civil Engineers
    Abstract: This study compiles 320 static-load tests to quantify the model factors in reliability-based limit-state design of drilled shafts under axial loading. At ultimate limit-state, the model factor is defined as the ratio of the measured capacity to the calculated capacity. It characterizes the bias in capacity calculation. The measured capacity is interpreted from load test data by the modified Davisson offset limit, and current design methods are utilized to compute the ultimate axial capacity. The load-displacement data are simulated by two-parameter hyperbolic curves. Based on the database, the statistics and probability distributions of the capacity and load-displacement model factors are established. Several copulas are selected for goodness-of-fit tests on the observed correlation of the hyperbolic model factors. The model factor at serviceability the limit-state is then described by two correlated hyperbolic parameters. Finally, the model statistics are applied to implement the LRFD of drilled shafts under axial loading by Monte Carlo simulations.
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      Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260441
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorChong Tang
    contributor authorKok-Kwang Phoon
    contributor authorYit-Jin Chen
    date accessioned2019-09-18T10:42:03Z
    date available2019-09-18T10:42:03Z
    date issued2019
    identifier other%28ASCE%29GT.1943-5606.0002087.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260441
    description abstractThis study compiles 320 static-load tests to quantify the model factors in reliability-based limit-state design of drilled shafts under axial loading. At ultimate limit-state, the model factor is defined as the ratio of the measured capacity to the calculated capacity. It characterizes the bias in capacity calculation. The measured capacity is interpreted from load test data by the modified Davisson offset limit, and current design methods are utilized to compute the ultimate axial capacity. The load-displacement data are simulated by two-parameter hyperbolic curves. Based on the database, the statistics and probability distributions of the capacity and load-displacement model factors are established. Several copulas are selected for goodness-of-fit tests on the observed correlation of the hyperbolic model factors. The model factor at serviceability the limit-state is then described by two correlated hyperbolic parameters. Finally, the model statistics are applied to implement the LRFD of drilled shafts under axial loading by Monte Carlo simulations.
    publisherAmerican Society of Civil Engineers
    titleStatistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading
    typeJournal Paper
    journal volume145
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002087
    page04019042
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    contenttypeFulltext
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