• 中国出版政府奖提名奖

    中国百强科技报刊

    湖北出版政府奖

    中国高校百佳科技期刊

    中国最美期刊

    Volume 51 Issue 2
    Feb.  2026
    Turn off MathJax
    Article Contents
    Xu Ling, Qi Yatong, Zhao Tengyuan, 2026. Bayesian Updating Method of Excavation Considering Various Uncertainties and Stage Correlation. Earth Science, 51(2): 361-374. doi: 10.3799/dqkx.2025.007
    Citation: Xu Ling, Qi Yatong, Zhao Tengyuan, 2026. Bayesian Updating Method of Excavation Considering Various Uncertainties and Stage Correlation. Earth Science, 51(2): 361-374. doi: 10.3799/dqkx.2025.007

    Bayesian Updating Method of Excavation Considering Various Uncertainties and Stage Correlation

    doi: 10.3799/dqkx.2025.007
    • Received Date: 2025-01-03
    • Publish Date: 2026-02-25
    • The accuracy of excavation response prediction models is generally influenced by various uncertainties, including those related to soil parameters, model uncertainties, measurement errors. Bayesian methods provide a novel way to reduce and/or quantify these uncertainties, and is a natural framework for improving model predictions by systematically integrating prior knowledge with observational data. However, existing Bayesian updating methods typically addressed the uncertainties with soil parameters or/and model biases, while the measurement errors are ignored. Besides, correlations between different excavation stages are also overlooked for mathematical convenience. These simplifications may lead to unreliable predictions in practice. In this study, a novel Bayesian updating method is proposed, which simultaneously incorporates uncertainties in soil parameters, model bias, observational errors, and stage correlations. Two case studies are used to illustrate and validate the method. The results demonstrate that the proposed approach significantly enhances the accuracy of semi-empirical models in predicting excavation responses across different soil types.

       

    • loading
    • Ang, A. H. S., Tang, W. H., 2007. Probability Concepts in Engineering Planning and Design: Emphasis on Application to Civil and Environmental Engineering. Wiley, Hoboken, USA.
      Fan, X. Z., Phoon, K. K., Xu, C. J., et al., 2021. Closed-Form Solution for Excavation-Induced Ground Settlement Profile in Clay. Computers and Geotechnics, 137: 104266. https://doi.org/10.1016/j.compgeo.2021.104266
      Gelman, A., Carlin, J. B., Stern, H. S., et al., 2013. Bayesian Data Analysis. CRC Press, Florida, USA.
      Gelman, A., Donald, B. R., 1992. Inference from Iterative Simulation Using Multiple Sequences. Statistical Science, 7(4): 457-72.
      Gong, W. P., Tien, Y. M., Juang, C. H., et al., 2017. Optimization of Site Investigation Program for Improved Statistical Characterization of Geotechnical Property Based on Random Field Theory. Bulletin of Engineering Geology and the Environment, 76(3): 1021-1035. https://doi.org/10.1007/s10064-016-0869-3
      Hsiao, E. C., Schuster, M., Juang, C. H., et al., 2008. Reliability Analysis and Updating of Excavation-Induced Ground Settlement for Building Serviceability Assessment. Journal of Geotechnical and Geoenvironmental Engineering, 134(10): 1448-1458. https://doi.org/10.1061/(asce)1090-0241(2008)134:10(1448)
      Hu, Z. P., Peng, J. B., Zhang, F., et al., 2019. A Brief Discussion on Key Scientific Issues and Innovative Ideas in Urban Underground Space Development. Earth Science Frontiers, 26(3): 76-84 (in Chinese with English abstract)
      Jiang, S. H., Li, D. Q., Zhou, C. B., et al., 2014. Slope Reliability Analysis Considering the Influence of Autocorrelation Function. Chinese Journal of Geotechnical Engineering, 36(3): 508-518 (in Chinese with English abstract)
      Juang, C. H., Luo, Z., Atamturktur, S., et al., 2013. Bayesian Updating of Soil Parameters for Braced Excavations Using Field Observations. Journal of Geotechnical and Geoenvironmental Engineering, 139(3): 395-406. https://doi.org/10.1061/(asce)gt.1943-5606.0000782
      Kawa, M., Pula, W., Truty, A., 2021. Probabilistic Analysis of the Diaphragm Wall Using the Hardening Soil-Small (HSs) Model. Engineering Structures, 232: 111869. https://doi.org/10.1016/j.engstruct.2021.111869
      Kung, G. T., Juang, C. H., Hsiao, E. C., et al., 2007. Simplified Model for Wall Deflection and Ground-Surface Settlement Caused by Braced Excavation in Clays. Journal of Geotechnical and Geoenvironmental Engineering, 133(6): 731-747. https://doi.org/10.1061/(asce)1090-0241(2007)133:6(731)
      Lan, H. X., Peng, J. B., Zhu, Y. B., et al., 2022. Research and Prospect on Geological Surface Processes and Major Disaster Effects in the Yellow River Basin. Science China: Earth Sciences, 52(2): 199-221 (in Chinese with English abstract)
      Li, P. P., Li, D. Q., Xiao, T., et al., 2018. Bayesian Updating of Foundation Pit Excavation Considering Empirical Model Uncertainty. Journal of Natural Disasters, 27(4): 143-150 (in Chinese with English abstract).
      Li, X. Y., Zhang, L. M., Jiang, S. H., 2016. Updating Performance of High Rock Slopes by Combining Incremental Time-Series Monitoring Data and Three-Dimensional Numerical Analysis. International Journal of Rock Mechanics and Mining Sciences, 83: 252-261. https://doi.org/10.1016/j.ijrmms.2014.09.011
      Li, Z. B., Gong, W. P., Li, T. Z., et al., 2021. Probabilistic back Analysis for Improved Reliability of Geotechnical Predictions Considering Parameters Uncertainty, Model Bias, and Observation Error. Tunnelling and Underground Space Technology, 115: 104051. https://doi.org/10.1016/j.tust.2021.104051
      Li, Z. B., Gong, W. P., Zhang, L., et al., 2022. Multi-Objective Probabilistic back Analysis for Selecting the Optimal Updating Strategy Based on Multi-Source Observations. Computers and Geotechnics, 151: 104959. https://doi.org/10.1016/j.compgeo.2022.104959
      Liu, J. H., 2010. Field Monitoring and FLAC Simulation Study on Deformation Law of Deep Foundation Pit of Xi'an Metro Station (Dissertation). Xi'an University of Science and Technology, Xi'an (in Chinese with English abstract).
      Lo, M. K., Leung, Y. F., 2019. Bayesian Updating of Subsurface Spatial Variability for Improved Prediction of Braced Excavation Response. Canadian Geotechnical Journal, 56(8): 1169-1183. https://doi.org/10.1139/cgj-2018-0409
      Luo, Z., Hu, B., 2020. Bayesian Model and Parameter Calibration for Braced Excavations in Soft Clays. Marine Georesources & Geotechnology, 38(10): 1235-1244. https://doi.org/10.1080/1064119x.2019.1673855
      Luo, Z., Hu, B., Wang, Y. W., et al., 2018. Effect of Spatial Variability of Soft Clays on Geotechnical Design of Braced Excavations: a Case Study of Formosa Excavation. Computers and Geotechnics, 103: 242-253. https://doi.org/10.1016/j.compgeo.2018.07.020
      Miao, C., Cao, Z. J., Xiao, T., et al., 2023. BayLUP: a Bayesian Framework for Conditional Random Field Simulation of the Liquefaction-Induced Settlement Considering Statistical Uncertainty and Model Error. Gondwana Research, 123: 140-163. https://doi.org/10.1016/j.gr.2022.10.020
      Qi, X. H., Zhou, W. H., 2017. An Efficient Probabilistic Back-Analysis Method for Braced Excavations Using Wall Deflection Data at Multiple Points. Computers and Geotechnics, 85: 186-198. https://doi.org/10.1016/j.compgeo. 2016.12.032 doi: 10.1016/j.compgeo.2016.12.032
      Salvatier, J., Wiecki, T. V., Fonnesbeck, C., 2016. Probabilistic Programming in Python Using PyMC3. PeerJ Computer Science, 2: e55. https://doi.org/10.7717/peerj-cs.55
      Shao, S. J., Li, Y. X., Zhou, F. F., 2004. Structural Damage Evolution Characteristics of Collapsible Loess. Chinese Journal of Rock Mechanics and Engineering, (24): 4161-4165 (in Chinese with English abstract).
      Wang, L., Luo, Z., Xiao, J. H., et al., 2014. Probabilistic Inverse Analysis of Excavation-Induced Wall and Ground Responses for Assessing Damage Potential of Adjacent Buildings. Geotechnical and Geological Engineering, 32(2): 273-285. https://doi.org/10.1007/s10706-013-9709-4
      Weng, X. L., Hou, L. L., Cheng, Z. J., et al., 2024. Undrained Shear Strength Model of K_0 Consolidated Soft Loess. Journal of Liaoning Technical University (Natural Science Edition), 43(1): 30-37 (in Chinese with English abstract).
      Wu, S. H., Ching, J., Ou, C. Y., 2014. Probabilistic Observational Method for Estimating Wall Displacements in Excavations. Canadian Geotechnical Journal, 51(10): 1111-1122. https://doi.org/10.1139/cgj-2013-0116
      Xia, T., Cheng, C., Pang, Q. Z., 2023. Safety Risk Early Warning of Deep Foundation Pit Deformation Based on Long Short-Term Memory Network. Earth Science, 48(10): 3925-3931 (in Chinese with English abstract)
      Yang, L. S., 2011. Study on Displacement Control and Engineering Countermeasures of Ultra-Deep Foundation Pit in Loess Area Based on Field Monitoring Feedback Analysis (Dissertation). Xi'an University of Architecture and Technology, Xi'an(in Chinese with English abstract).
      Zhang, J., Zhang, L. M., Tang, W. H., 2009. Bayesian Framework for Characterizing Geotechnical Model Uncertainty. Journal of Geotechnical and Geoenvironmental Engineering, 135(7): 932-940. https://doi.org/10.1061/(asce)gt.1943-5606.0000018
      蒋水华, 李典庆, 周创兵, 等, 2014. 考虑自相关函数影响的边坡可靠度分析. 岩土工程学报, 36(3): 508-518.
      胡志平, 彭建兵, 张飞, 等, 2019. 浅谈城市地下空间开发中的关键科学问题与创新思路. 地学前缘, 26(3): 76-84.
      兰恒星, 彭建兵, 祝艳波, 等, 2022. 黄河流域地质地表过程与重大灾害效应研究与展望. 中国科学: 地球科学, 52(2): 199-221.
      刘均红, 2010. 西安地铁车站深基坑变形规律现场监测与FLAC模拟研究(硕士学位论文). 西安: 西安科技大学
      李培平, 李典庆, 肖特, 等, 2018. 考虑经验模型不确定性的基坑开挖贝叶斯更新. 自然灾害学报, 27(4): 143-150.
      邵生俊, 李彦兴, 周飞飞, 2004. 湿陷性黄土结构损伤演化特性. 岩石力学与工程学报, (24): 4161-4165.
      翁效林, 侯乐乐, 成志杰, 等, 2024. K_0固结软黄土的不排水抗剪强度模型. 辽宁工程技术大学学报(自然科学版), 43(1): 30-37.
      夏天, 成诚, 庞奇志, 2023. 基于长短时记忆网络的深基坑变形安全风险预警. 地球科学, 48(10): 3925-3931. doi: 10.3799/dqkx.2021.250
      杨罗沙, 2011. 基于现场监测反馈分析的黄土地区超深基坑位移控制及工程应对措施研究(硕士学位论文). 西安: 西安建筑科技大学
    • 加载中

    Catalog

      通讯作者: 陈斌, bchen63@163.com
      • 1. 

        沈阳化工大学材料科学与工程学院 沈阳 110142

      1. 本站搜索
      2. 百度学术搜索
      3. 万方数据库搜索
      4. CNKI搜索

      Figures(11)  / Tables(5)

      Article views (396) PDF downloads(29) Cited by()
      Proportional views

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return