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Volume 40 Issue 10
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JIANG Shui-hua, LIU Xian, YAO Rui-zhi, JIANG Qing-hui, HUANG Jin-song, ZHOU Chuang-bing. Optimization design approach for layout scheme of slope boreholes based on Bayesian updating and value of information analysis[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1871-1879. DOI: 10.11779/CJGE201810014
Citation: JIANG Shui-hua, LIU Xian, YAO Rui-zhi, JIANG Qing-hui, HUANG Jin-song, ZHOU Chuang-bing. Optimization design approach for layout scheme of slope boreholes based on Bayesian updating and value of information analysis[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1871-1879. DOI: 10.11779/CJGE201810014
shu

Optimization design approach for layout scheme of slope boreholes based on Bayesian updating and value of information analysis

  • School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, China

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  • Received Date: August 04, 2017
  • Published Date: October 24, 2018
    Graphical Abstract
    • Abstract
  • To obtain more valuable site-specific test data with the minimal site exploration effort, it is of great significance to design an optimal site exploration program before geotechnical site investigation. This paper aims to propose an optimization design approach for layout scheme of slope boreholes based on the Bayesian updating and value of information analysis. The BUS (Bayesian updating with structural method) with subset simulation is employed to update the posterior statistical properties of spatially varying soil properties and to estimate the posterior probability of slope failure. Then, the value of information analysis is used to determine the most optimal borehole locations and separation distances between two boreholes. Additionally, to accurately characterize the prior information of soil parameters, a non-stationary random field model is developed wherein the depth-dependent nature of soil parameters is addressed. Finally, a clay slope example under undrained conditions is investigated to demonstrate the effectiveness of the proposed approach. The results indicate that the proposed approach can effectively determine the most optimal borehole locations and separation distances between two boreholes prior to performing site investigation tests based on the prior information of soil parameters. To design a separation distance between two boreholes as small as possible during geotechnical site investigation is not necessarily the best choice to understand the performance of the slope.
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  • [1]
    MAYNE P W, CHRISTOPHER B R, DEJONG J.Subsurface investigations - geotechnical site characterization, No. FHWA NHI-01-031[R]. Washington D C: Federal Highway Administration, U S Department of Transportation, 2002.
    [2]
    DEGROOT D J, BAECHER G B.Estimating autocovariance of in-situ soil properties[J]. Journal of Geotechnical Engineering, 1993, 119(1): 147-166.
    [3]
    PHOON K K, KULHAWY F H.Characterization of geotechnical variability[J]. Canadian Geotechnical Journal, 1999, 36(4): 612-624.
    [4]
    PHOON K K, KULHAWY F H.Evaluation of geotechnical property variability[J]. Canadian Geotechnical Journal, 1999, 36(4): 625-639.
    [5]
    CAO Z J, WANG Y, LI D Q.Quantification of prior knowledge in geotechnical site characterization[J]. Engineering Geology, 2016, 203: 107-116.
    [6]
    GOLDSWORTHY J S, JAKSA M B, FENTON, G A, et al.Effect of sample location on the reliability based design of pad foundations[J]. Georisk, 2007, 1(3): 155-166.
    [7]
    GONG W, LUO Z, JUANG C H, et al.Optimization of site exploration program for improved prediction of tunneling-induced ground settlement in clays[J]. Computers and Geotechnics, 2014, 56: 69-79.
    [8]
    彭功勋, 刘元雪. 嵌岩桩基岩溶洞钻探数据概率分析与应用[J]. 地下空间与工程学报, 2015, 11(5): 1129-1136.
    (PENG Gong-xun, LIU Yuan-xue.Probability analysis and application of drilling data of karst cave in bedrock of socketed piles[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(5): 1129-1136. (in Chinese))
    [9]
    ZETTERLUND M S, NORBERG T, ERICSSON L O, et al.Value of information analysis in rock engineering: a case study of a tunnel project in Äspö Hard Rock Laboratory[J]. Georisk, 2015, 9(1): 9-24.
    [10]
    邓志平, 李典庆, 曹子君, 等. 考虑地层变异性和土体参数变异性的边坡可靠度分析[J]. 岩土工程学报, 2017, 39(6): 986-995.
    (DENG Zhi-ping, LI Dian-qing, CAO Zi-jun, et al.Slope reliability analysis considering geological uncertainty and spatial variability of soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 986-995. (in Chinese))
    [11]
    SOUSA R, KARAM K S, COSTA A L, et al.Exploration and decision-making in geotechnical engineering: a case study[J]. Georisk, 2017, 11(1): 129-145.
    [12]
    GONG W, TIEN Y M, JUANG C H, et al.Optimization of site investigation program for improved statistical characterization of geotechnical property based on random field theory[J]. Bulletin of Engineering Geology and the Environment, 2017, 76(3): 1021-1035.
    [13]
    STRAUB D, PAPAIOANNOU I.Bayesian updating with structural reliability methods[J]. Journal of Engineering Mechanics, 2015, 141(3): 04014134.
    [14]
    STRAUB D, PAPAIOANNOU I, BETZ W.Bayesian analysis of rare events[J]. Journal of Computational Physics, 2016, 314: 538-556.
    [15]
    张继周, 缪林昌, 王华敬. 土性参数不确定性描述方法的探讨[J]. 岩土工程学报, 2009, 31(12): 1936-1940.
    (ZHANG Ji-zhou, MIAO Lin-chang, WANG Hua-jing.Methods for characterizing variability of soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1936-1940. (in Chinese))
    [16]
    ASAOKA A, GRIVAS D A.Spatial variability of the undrained strength of clays[J]. Journal of Geotechnical Engineering Division, 1982, 108(5): 743-756.
    [17]
    ZHU D, GRIFFITHS D V, HUANG J S, et al.Probabilistic stability analyses of undrained slopes with linearly increasing mean strength[J]. Géotechnique, 2017, 67(8): 733-746.
    [18]
    EL-RAMLY H, MORGENSTERN N R, CRUDEN D M.Probabilistic slope stability analysis for practice[J]. Canadian Geotechnical Journal, 2002, 39(3): 665-683.
    [19]
    SHINODA M.Quasi-Monte Carlo simulation with low-discrepancy sequence for reinforced soil slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(4): 393-404.
    [20]
    JIANG S H, LI D Q, ZHANG L M, et al.Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method[J]. Engineering Geology, 2014, 168: 120-128.
    [21]
    AU S K, BECK J L.Estimation of small failure probabilities in high dimensions by subset simulation[J]. Probabilistic Engineering Mechanics, 2001, 16(4): 263-277.
    [22]
    WANG Y, CAO Z J, AU S K.Practical reliability analysis of slope stability by advanced Monte Carlo simulations in a spreadsheet[J]. Canadian Geotechnical Journal, 2010, 48(1): 162-172.
    [23]
    PAPAIOANNOU I, BETZ W, ZWIRGLMAIER K, et al.MCMC algorithms for subset simulation[J]. Probabilistic Engineering Mechanics, 2015, 41: 89-103.
    [24]
    BETZ W, PAPAIOANNOU I, STRAUB D.Adaptive variant of the BUS approach to Bayesian updating[C]// Proceedings of the 9th International Conference on Structural Dynamics (EURODYN). Porto, 2014: 3021-3028.
    [25]
    STRAUB D.Value of information analysis with structural reliability methods[J]. Structural Safety, 2014, 49: 75-85.
    [26]
    GRIFFITHS D V, FENTON G A.Probabilistic slope stability analysis by finite elements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(5): 507-518.
    [27]
    RACKWITZ R.Reviewing probabilistic soils modelling[J]. Computers and Geotechnics, 2000, 26(3): 199-223.
    [28]
    蒋水华, 李典庆, 周创兵, 等. 考虑自相关函数影响的边坡可靠度分析[J]. 岩土工程学报, 2014, 36(3): 508-518.
    (JIANG Shui-hua, LI Dian-qing, ZHOU Chuang-bing, et al.Slope reliability analysis considering effect of autocorrelation functions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 508-518. (in Chinese))
    [29]
    CAO Z J, WANG Y, LI D Q.Site-specific characterization of soil properties using multiple measurements from different test procedures at different locations: a Bayesian sequential updating approach[J]. Engineering Geology, 2016, 211: 150-161.
    [30]
    LLORET-CABOT M, FENTON G A, HICKS M A.On the estimation of scale of fluctuation in geostatistics[J]. Georisk, 2014, 8(2): 129-140.
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