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    Reliability Evaluation of Slopes Considering Spatial Variability of Soil Parameters Based on Efficient Surrogate Model

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001::page 04023057-1
    Author:
    Zhi-Ping Deng
    ,
    Min Zhong
    ,
    Min Pan
    ,
    Shui-Hua Jiang
    ,
    Jing-Tai Niu
    ,
    Ke-Hong Zheng
    DOI: 10.1061/AJRUA6.RUENG-1172
    Publisher: ASCE
    Abstract: The conventional surrogate model for slope reliability assessment often is faced with the issues of high dimensionality and sample selection disorder, which are caused by the spatial variability of soil parameters and which compromise the precision and efficiency of slope reliability assessment. Previous studies focused on solving this problem mainly by choosing more-accurate models; studies of optimizing the training samples for constructing surrogate models are relatively scarce. This paper proposes a multivariate adaptive regression spline model based on active learning (AMARS) for slope reliability analysis in spatially variable soils, combined with the sliced inverse regression (SIR) method. The active learning includes self-supervised learning methods that optimize the sample set for constructing surrogate models. The training samples are processed using the SIR method to prevent the model from falling into dimensionality disaster. The proposed method was validated using two slope cases with spatial variation. Comparison of computational efficiency and accuracy in estimating slope failure probability revealed that the method suggested here outperforms others. Moreover, for both single-layer simple and multilayer complex spatially varying slopes, the proposed method not only reduces computational costs effectively but can also be used to evaluate the reliability of slopes with small failure probabilities.
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      Reliability Evaluation of Slopes Considering Spatial Variability of Soil Parameters Based on Efficient Surrogate Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297245
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorZhi-Ping Deng
    contributor authorMin Zhong
    contributor authorMin Pan
    contributor authorShui-Hua Jiang
    contributor authorJing-Tai Niu
    contributor authorKe-Hong Zheng
    date accessioned2024-04-27T22:40:54Z
    date available2024-04-27T22:40:54Z
    date issued2024/03/01
    identifier other10.1061-AJRUA6.RUENG-1172.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297245
    description abstractThe conventional surrogate model for slope reliability assessment often is faced with the issues of high dimensionality and sample selection disorder, which are caused by the spatial variability of soil parameters and which compromise the precision and efficiency of slope reliability assessment. Previous studies focused on solving this problem mainly by choosing more-accurate models; studies of optimizing the training samples for constructing surrogate models are relatively scarce. This paper proposes a multivariate adaptive regression spline model based on active learning (AMARS) for slope reliability analysis in spatially variable soils, combined with the sliced inverse regression (SIR) method. The active learning includes self-supervised learning methods that optimize the sample set for constructing surrogate models. The training samples are processed using the SIR method to prevent the model from falling into dimensionality disaster. The proposed method was validated using two slope cases with spatial variation. Comparison of computational efficiency and accuracy in estimating slope failure probability revealed that the method suggested here outperforms others. Moreover, for both single-layer simple and multilayer complex spatially varying slopes, the proposed method not only reduces computational costs effectively but can also be used to evaluate the reliability of slopes with small failure probabilities.
    publisherASCE
    titleReliability Evaluation of Slopes Considering Spatial Variability of Soil Parameters Based on Efficient Surrogate Model
    typeJournal Article
    journal volume10
    journal issue1
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1172
    journal fristpage04023057-1
    journal lastpage04023057-12
    page12
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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