Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 41 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
DENG Zhi-ping, NIU Jing-tai, PAN Min, PENG You-wen, CUI Meng. Full probabilistic design method for slopes considering geological uncertainty and spatial variability of soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(6): 1083-1090. DOI: 10.11779/CJGE201906012
Citation: DENG Zhi-ping, NIU Jing-tai, PAN Min, PENG You-wen, CUI Meng. Full probabilistic design method for slopes considering geological uncertainty and spatial variability of soil parameters[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(6): 1083-1090. DOI: 10.11779/CJGE201906012
shu

Full probabilistic design method for slopes considering geological uncertainty and spatial variability of soil parameters

  • 1. School of Water Resources and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China;
    2. National Provincial Joint Engineering Laboratory for the Hydraulic Engineering Safety and Efficient Utilization of Water Resources of Poyang Lake Basin, Nanchang 330099, China;
    3. College of Civil and Structure Engineering, Nanchang Institute of Technology, Nanchang 330099, China

More Information
  • Received Date: May 27, 2018
  • Published Date: June 24, 2019
    Graphical Abstract
    • Abstract
  • The geological uncertainty is often ignored in slope reliability-based design, even though the spatial variability of soil parameters is considered. A full probabilistic design method is proposed for the slopes considering the geological uncertainty and spatial variability of soil parameters. In the full probabilistic design framework, a generalized coupled Markov chain model is combined with a random field model to simultaneously characterize the geological uncertainty and spatial variability of soil parameters. The procedure for this method is presented. A slope is taken as an example for the reliability-based design using the borehole data in Perth, Australia. In order to illustrate the importance of considering the geological uncertainty and spatial variability of soil parameters in the slope reliability-based design, the reliability design results associated with two cases, i. e. only considering the spatial variability of soil parameters and considering both types of uncertainties, are compared. The results indicate that the proposed method can effectively conduct the slope reliability-based design considering these two types of uncertainties. If only the spatial variability of soil parameters is considered, the reliability design results mainly depend on the used geological profiles. If the geotechnical practitioners infer a geological profile with a higher proportion of strong soil materials than the reality, the resulting optimal design scheme will lead to dangerous slope. In the opposite case, the resulting
    • FullText(HTML)
    • References (25)
  • [1]
    PHOON K K.Reliability-based design in geotechnical engineering: computations and applications[M]. UK: Taylor and Francis, 2008.
    [2]
    ELKATEB T, CHALATURNYK R, ROBERTSON P K.An overview of soil heterogeneity quantification and implications on geotechnical field problems[J]. Canadian Geotechnical Journal, 2003, 40(1): 1-15.
    [3]
    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.
    [4]
    苏永华, 赵明华, 邹志鹏, 等. 边坡稳定性分析的Sarma模式及其可靠度计算方法[J]. 水利学报, 2006, 37(4): 457-463.
    (SU Yong-hua, ZHAO Ming-hua, ZOU Zhi-peng, et al.Sarma model for slope stability analysis and its reliability degree calculation method[J]. Journal of Hydraulic Engineering, 2006, 37(4): 457-463. (in Chinese))
    [5]
    胡群芳. 基于地层变异的盾构隧道工程风险分析及其应用研究[D]. 上海: 同济大学, 2006.
    (HU Qun-fang.Risk analysis and its application for tunnel works based on research of stratum and soil spatial variability[D]. Shanghai: Tongji University, 2006. (in Chinese))
    [6]
    谭晓慧, 王建国, 刘新荣, 等. 边坡稳定的有限元可靠度计算及敏感性分析[J]. 岩石力学与工程学报, 2007, 26(1): 115-122.
    (TAN Xiao-hui, WANG Jian-guo, LIU Xin-rong, et al.Finite element reliability computation and sensitivity analysis of slope stability[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1): 115-122. (in Chinese))
    [7]
    祁小辉, 李典庆, 曹子君, 等. 考虑地层变异的边坡稳定不确定性分析[J]. 岩土力学, 2017, 38(5): 1385-1396.
    (QI Xiao-hui, LI Dian-qing, CAO Zi-jun, et al.Uncertainty analysis of slope stability considering geologic uncertainty[J]. Rock and Soil Mechanics, 2017, 38(5): 1385-1396. (in Chinese))
    [8]
    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))
    [9]
    LOEHR J E, FINLEY C A, HUACO D.Procedures for design of earth slopes using LRFD[R]. Columbia: University of Missouri, 2005.
    [10]
    张璐璐, 张洁, 徐耀, 等. 岩土工程可靠度理论[M]. 上海: 同济大学出版社, 2011.
    (ZHANG Lu-lu, ZHANG Jie, XU Yao, et al.Reliability theory of geotechnical engineering[M]. Shanghai: Tongji University Press, 2011. (in Chinese))
    [11]
    PAIKOWSKY S G, BIRGISSON B, NGUYEN T, et al.Load and resistance factor design (LRFD) for deep foundations (National Cooperative Highway Research Program (NCHRP) Report 507)[R]. Washington D C: National Research Council, 2004.
    [12]
    KIM D, SALGADO R.Limit states and load and resistance design of slopes and retaining structures (Publication No. FHWA/IN/JTRP-2008/5, SPR-2634)[R]. West Lafayette: Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, 2008.
    [13]
    SALGADO R, KIM D.Reliability analysis of load and resistance factor design of slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 140(1): 57-73.
    [14]
    PANTELIDIS L, GRIFFITHS D V.Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysis[J]. Canadian Geotechnical Journal, 2014, 51(2): 208-216.
    [15]
    BECKER D E.Eighteenth Canadian geotechnical colloquium: Limit states design for foundations, Part Ⅱ: Development for the national building code of Canada[J]. Canadian Geotechnical Journal, 1997, 33(6): 984-1007.
    [16]
    ORR T L L, FARRELL E R. Geotechnical design to Eurocode 7[M]. New York: Springer Science and Business Media, 2012.
    [17]
    HONJO Y, KUSAKABE O.Proposal of a comprehensive foundation design code: Geo-code 21 ver. 2[C]// Proceedings of the International Workshop on Foundation Design Codes and Soil Investigation in View of International Harmonization and Performance Based Design. Tokyo, 2002: 95-101.
    [18]
    LOW B K, PHOON K K.Reliability-based design and its complementary role to Eurocode 7 design approach[J]. Computers and Geotechnics, 2015, 65: 30-44.
    [19]
    WU S H, OU C Y Y, CHING J, et al. Reliability-based design for basal heave stability of deep excavations in spatially varying soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(5): 594-603.
    [20]
    WANG Y, CAO Z.Expanded reliability-based design of piles in spatially variable soil using efficient Monte Carlo simulations[J]. Soils and Foundations, 2013, 53(6): 820-834.
    [21]
    彭兴, 李典庆, 曹子君, 等. 基于蒙特卡洛模拟的岩质边坡可靠度设计方法[J]. 岩石力学与工程学报, 2016(增刊2): 3794-3804.
    (PENG Xing, LI Dian-qing, CAO Zi-jun, et al.Reliability-based design approach of rock slopes using Monte Carlo simulation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016(S2): 3794-3804. (in Chinese))
    [22]
    辛立光, 李典庆, 曹子君. 基于概率充分因子的高效土质边坡可靠度优化设计[J]. 武汉大学学报(工学版), 2016(5): 696-700.
    (XIN Li-guang, LI Dian-qing, CAO Zi-jun.Efficient reliability-based design optimization in soil slope using probability sufficiency factor[J]. Engineering Journal of Wuhan University, 2016(5): 696-700. (in Chinese))
    [23]
    PARK E.A multidimensional, generalized coupled Markov chain model for surface and subsurface characterization[J]. Water Resources Research, 2010, 46(11): 6291-6297.
    [24]
    邓志平, 李典庆, 祁小辉,等. 基于广义耦合马尔可夫链的地层变异性模拟方法[J]. 岩土工程学报, 2018, 40(11): 2041-2050.
    (DENG Zhi-ping, LI Dian-qing, QI Xiao-hui, et al.Simulation of geological uncertainty using modified generalized coupled Markov chain[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2041-2050. (in Chinese))
    [25]
    LU Z, ZHANG D.Stochastic simulations for flow in nonstationary randomly heterogeneous porous media using a kl-based moment-equation approach[J]. Siam Journal on Multiscale Modeling & Simulation, 2007, 6(1): 228-245.
    • Related Articles

  • Related Articles

    [1]YANG Xin, CHEN Hongyong, LI Qisheng, GONG Zhibin, SONG Qiong, LI Xinyao, YIN Yihui. Simulations and tests on characteristics of flow field of high-speed centrifuge chamber with inlet and outlet[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 1112-1118. DOI: 10.11779/CJGE20230116
    [2]Research on the Performance and Mechanism of Crack Prevention Measures at the Interface between Rammed Earth Supplement and Original Body in the Erosion Area of Rammed Earth Sites[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240080
    [3]Field tests on the penetration process of composite bucket foundation for offshore wind turbines[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20220157
    [4]CUI Kai, ZHAO Xiao-zheng, ZHU Ming-ji, CHEN Wen-wu, HAN Wen-feng. Effects of salinized deterioration and aeolian ullage on soils in undercutting areas of earthen ruins in arid regions (Ⅲ): capillary process[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2043-2051. DOI: 10.11779/CJGE202211010
    [5]GUAN Yun-fei, HAN Xun, CAO Yong-yong, LIU Yong-gang, TANG Yi, ZHU Xun, ZHANG Chen, LI Peng-fei. Attitude monitoring and simulation of composite bucket foundation of wind turbine[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 27-31. DOI: 10.11779/CJGE2020S1006
    [6]CUI Kai, GUAN Xi-peng, CHEN Wen-wu, CHEN Meng-meng, HAN Wen-feng. Effects of salinized deterioration and aeolian ullage on soils in undercutting areas of earthern ruins in arid regions (II)[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1777-1784. DOI: 10.11779/CJGE201710004
    [7]GU Yan-chang, WANG Shi-jun, PANG Qiong, ZHOU Chun-xu. Feasibility of temperature field feeding back seepage field for earth dams[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1721-1726. DOI: 10.11779/CJGE201409020
    [8]CUI Kai, CHEN Wen-wu, HAN Lin, WANG Xu-dong, HAN Wen-feng. Effects of salinized deterioration and aeolian ullage on soils in undercutting area of earthern ruins in arid region[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1412-1418.
    [9]ZHANG Xuefu, YU Wenbing, LIU Zhiqiang. Three-dimensional nonlinear analysis for coupled problem of seepage field and temperature field of cold regions tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1095-1100.
    [10]Lai Yuanming, Wu Ziwang, Zhu Yuanlin, Zhu Linnan. Nonlinear analyses for the couple problem of temperature, seepage and stress fields in cold region tunnels[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 529-533.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (334) PDF downloads (262) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return