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基于随机场理论的江苏海相黏土空间变异性评价研究

林军, 蔡国军, 邹海峰, 刘松玉

林军, 蔡国军, 邹海峰, 刘松玉. 基于随机场理论的江苏海相黏土空间变异性评价研究[J]. 岩土工程学报, 2015, 37(7): 1278-1287. DOI: 10.11779/CJGE201507014
引用本文: 林军, 蔡国军, 邹海峰, 刘松玉. 基于随机场理论的江苏海相黏土空间变异性评价研究[J]. 岩土工程学报, 2015, 37(7): 1278-1287. DOI: 10.11779/CJGE201507014
LIN Jun, CAI Guo-jun, ZOU Hai-feng, LIU Song-yu. Assessment of spatial variability of Jiangsu marine clay based on random field theory[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1278-1287. DOI: 10.11779/CJGE201507014
Citation: LIN Jun, CAI Guo-jun, ZOU Hai-feng, LIU Song-yu. Assessment of spatial variability of Jiangsu marine clay based on random field theory[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1278-1287. DOI: 10.11779/CJGE201507014

基于随机场理论的江苏海相黏土空间变异性评价研究  English Version

基金项目: 国家自然科学基金项目(41202203); 国家科技支撑计划项; 目(2012BAJ01B02); 全国优秀博士学位论文作者专项资金项目; (201353); 江苏省杰出青年基金项目(BK20140027); 教育部新世纪; 优秀人才支持计划(NCET-13-0118); 中央高校基本科研业务费; (2242013R30014)
详细信息
    作者简介:

    林 军(1987- ),男,山东烟台人,博士研究生,从事现代原位测试技术等方面研究。E-mail: aslinjun@163.com。

    通讯作者:

    蔡国军

Assessment of spatial variability of Jiangsu marine clay based on random field theory

  • 摘要: 土体空间变异性分析是进行岩土工程可靠度设计的理论基础。采用随机场理论,提出了典型江苏海相黏土的随机场特征及参数,对基于孔压静力触探(CPTU)测试数据的空间变异性进行了系统分析。由于竖直方向上CPTU锥尖阻力数据的样本容量较高,通过对锥尖阻力进行一次多项式去趋势来获得平稳的波动分量,并利用常用的5种自相关模型拟合波动分量的自相关系数。采用修正的Bartlett统计公式来检验波动分量的平稳性,选取最优的竖直波动范围。竖直变异系数由波动分量和去趋势函数来确定。鉴于水平方向上的CPTU锥尖阻力数据的样本容量较小,采用平均零跨距法估计水平波动范围,水平变异系数由总体变异系数来表示。结果表明,竖直向和水平向上江苏海相黏土较报道值显示出更强的空间变异性。
    Abstract: Analysis of soil spatial variability is the basis for the reliability study of geotechnical engineering. Based on the CPTU data, the random field model parameters of Jiangsu marine clay are determined employing the random field theory, and the spatial variability is also discussed. Given the relatively high sampling frequency of the cone tip resistance in the vertical direction, the cone tip resistance data is processed by the linear trend removal method to get fluctuation components. The coefficient of autocorrelation is estimated by using five autocorrelation models, and the stationarity of fluctuation components is verified by the modified Bartlett’s statistics. The optimum vertical scale of fluctuation is selected from the five verified autocorrelation functions. The vertical coefficient of variation is assessed by the fluctuation components and trend removal functions. In light of lack of CPTU data in the horizontal direction, the horizontal scale of fluctuation is generated using the Vanmarcke’s expeditive method. The horizontal coefficient of variation is expressed as the total coefficient of variation. The study shows that Jiangsu marine clay exhibits greater variability than the clay previously reported in other sites in both the vertical and horizontal directions.
  • [1] VANMARCKE E H. Probabilistic modeling of soil profiles[J]. Journal of the Geotechnical Engineering Division, 1977, 103(11): 1227-1246.
    [2] VANMARCKE E H. Probabilistic characterization of soil profiles[C]// Site Characterization & Exploration. ASCE, 1978: 199-219.
    [3] PHOON K K, KULHAWY F H. Characterization of geotechnical variability[J]. Canadian Geotechnical Journal, 1999, 36(4): 612-624.
    [4] PHOON K K, QUEK S T, AN P. Assessment of spatial variability using modified Barlett test[C]// Geotechnical Engineering-Meeting Society Needs. Hong Kong, 2001: 167.
    [5] PHOON K K, QUEK S T, AN P. Identification of statistically homogeneous soil layers using modified Bartlett statistics[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(7): 649-659.
    [6] JAKSA M B, KAGGWA W S, BROOKER P I. Experimental evaluation of the scale of fluctuation of a stiff clay[C]// Proc 8th Int Conf on the Application of Statistics and Probability. Sydney, 1999: 415-422.
    [7] JAKSA M B, BROOKER P I, KAGGWA W S. Inaccuracies associated with estimating random measurement errors[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123(5): 393-401.
    [8] UZIELLI M, VANNUCCHI G, PHOON K K. Random field characterisation of stress-nomalised cone penetration testing parameters[J]. Géotechnique, 2005, 55(1): 3-20.
    [9] STUEDLEIN A W, KRAMER S L, ARDUINO P, et al. Geotechnical characterization and random field modeling of desiccated clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(11): 1301-1313.
    [10] 高大钊. 地基土力学性质指标的可靠性分析与取值 [J]. 同济大学学报 (自然科学版), 1985, 25(4): 59-67. (GAO Da-zhao. The reliability of the mechanics properties of foundation soil index analysis and value[J]. Journal of Tongji University (Natural Science), 1985, 25(4): 59-67. (in Chinese))
    [11] 包承纲. 谈岩土工程概率分析法中的若干基本问题[J]. 岩土工程学报, 1989, 11(4): 94-98. (BAO Cheng-gang. Talk about some basic problems in probability analysis method in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(4): 94-98. (in Chinese))
    [12] 冷伍明, 赵善锐. 土工参数不确定性的计算分析[J]. 岩土工程学报, 1995, 17(2): 68-74. (LENG Wu-ming, ZHAO Shan-rui. Calculation analysis of geotechnical parameter uncertainty[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 68-74. (in Chinese))
    [13] 李小勇, 谢康和. 土性参数相关距离的计算研究和统计分析[J]. 岩土力学, 2000, 21(4): 350-353. (LI Xiao-yong, XIE Kang-he. Numeriacl studies and statistic analyses on correlation distance of soil character parameters[J]. Rock and Soil Mechanics, 2000, 21(4): 350-353. (in Chinese))
    [14] 闫澍旺, 朱红霞, 刘 润. 关于随机场理论在土工可靠度计算中应用的研究[J]. 岩土工程学报, 2006, 28(12): 2053-2059. (YAN Shu-wang, ZHU Hong-xia, LIU Run, et al. Study on methods for estimating correlation distance of soil layers[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2053-2059. (in Chinese))
    [15] 闫澍旺, 朱红霞, 刘 润, 等. 关于土层相关距离计算方法的研究[J]. 岩土力学. 2007, 28(8): 1581-1586. (YAN Shu-wang, ZHU Hong-xia, Liu Run, et al. Study on methods for estimating correlation distance of soil layers[J]. Rock and Soil Mechanics, 2007, 28(8): 1581-1586. (in Chinese))
    [16] 刘 润, 闫澍旺. 渤海湾地基土随机场特性及可靠度分析[J].岩土工程学报, 2004, 26(4): 464-467. (LIU Run, YAN Shu-wang. Random field model and reliability analysis of foundation soil in Bohai gulf[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 464-467. (in Chinese))
    [17] 刘 润, 闫澍旺, 周宏杰, 等. 空间随机场模型的建立与桩基竖向承载力的可靠度分析[J]. 岩土力学, 2004, 25(10): 1603-1608. (LIU Run, YAN Shu-wang, ZHOU Hong-jie, et al. Random field modeling and reliability analysis of vertical bearing capacity of pile foundation of ocean structures[J]. Rock and Soil Mechanics, 2004, 25(10): 1603-1608. (in Chinese))
    [18] LIU C N, CHEN C. Spatial correlation structures of CPT data in a liquefaction site[J]. Engineering Geology, 2010, 111(1): 43-50.
    [19] 李典庆, 蒋水华, 周创兵, 等. 考虑参数空间变异性的边坡可靠度分析非侵入式随机有限元法[J]. 岩土工程学报, 2013, 35(8): 1413-1422. (LI Dian-qing, JIANG Shui-hua, ZHOU Chuang-bing, et al. Reliability analysis of slopes considering spatial variability of soil parameters using non-intrusive stochastic finite element method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1413-1422. (in Chinese))
    [20] 祁小辉, 李典庆, 周创兵, 等. 考虑土体空间变异性的边坡最危险滑动面随机分析方法[J]. 岩土工程学报, 2013, 35(4): 745-753. (QI Xiao-hui, LI Dian-qing, ZHOU Chuang-bing, et al. Stochastic analysis method of critical slip surfaces in soil slopes considering spatial variability[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 745-753. (in Chinese))
    [21] 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))
    [22] 蔡国军, 张 涛, 刘松玉, 等. 江苏海相黏土电阻率与岩土特性参数间相关性研究[J]. 岩土工程学报, 2013(8): 1470-1477. (CAI Guo-jun, ZHANG Tao, LIU Song-yu, et al. Relationship between electrical resistivity and geotechnical characteristic parameters for Jiangsu marine clay[J]. Chinese Journal of Geotechnical Engineering, 2013(8): 1470-1477. (in Chinese))
    [23] 刘松玉, 蔡国军, 邹海峰. 基于 CPTU 的中国实用土分类方法研究[J]. 岩土工程学报, 2013, 35(10): 1765-1776. (LIU Song-yu, CAI Guo-jun, ZOU Hai-feng. China standard soil classification method based on piezocone penetration testing[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1765-1776. (in Chinese))
    [24] 刘松玉, 蔡国军, 童立元. 现代多功能CPTU技术理论与工程应用[M]. 北京: 科学出版社, 2013. (LIU Song-yu, CAI Guo-jun, TONG Li-yuan. Research and engineering application of the digital multifunctional piezocone penetration test system (CPTU)[M]. Beijing: Science Press, 2013. (in Chinese))
    [25] JAKSA M B, YEONG K S, WONG K T, et al. Horizontal spatial variability of elastic modulus in sand from the dilatometer[C]// Proc 9th Australia New Zealand conference on geomechanics. Auckland, 2004: 289-294.
    [26] 傅旭东. 土工参数相关范围及相关距离的计算方法[J]. 西南交通大学学报, 1996, 31(5): 510-515. (FU Xv-dong. Scale of fluctuation calculation methods about geotechnical parameters[J]. Journal of Southwest Jiaotong University, 1996, 31(5): 510-515. (in Chinese))
    [27] DEGROOT D J, BAECHER G B. Estimating autocovariance of in-situ soil properties[J]. Journal of Geotechnical Engineering, 1993, 119(1): 147-166.
    [28] FENTON G A. Random field modeling of CPT data[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(6): 486-498.
    [29] UZIELLI M. Variability of stress-normalized CPT parameters and application to seismic liquefaction initiation analysis[D]. Florence: University of Florence, 2004.
    [30] 闫澍旺, 贾晓黎, 郭怀志, 等. 土性剖面随机场模型的平稳性和各态历经性验证[J]. 岩土工程学报, 1995, 17(3): 1-9. (YAN Shu-wang, JIA Xiao-li, GUO Huai-zhi, et al. Ex-amination of stationarity and ergodicity on soil profile[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 1-9. (in Chinese))
    [31] UZIELLI M, VANNUCCHI G, PHOON K K. Assessment of weak stationarity using normalized cone tip resistance[C]// Proceedings of the ASCE Joint Specialty Conference on Probabilistic Mechanics and Structural Reliability. Albuquerque, 2004 (CD-ROM).
    [32] 汪莹鹤, 王保田, 安彦勇. 基于CPT资料的土性参数随机场特性研究[J]. 岩土力学, 2009, 30(9): 2753-2758. (WANG Ying-he, WANG Bao-tian, AN Yan-yong. Study of random field characteristics of soil parameters based on CPT measurements[J]. Rock and Soil Mechanics, 2009, 30(9): 2753-2758. (in Chinese))
    [33] BAECHER G B, CHRISTIAN J T. Reliability and statistics in geotechnical engineering[M]. Chichester: John Wiley & Sons Ltd, 2003.
    [34] CAFARO F, CHERUBINI C. Large sample spacing in evaluation of vertical strength variability of clayey soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(7): 558-568.
    [35] AKKAYA A D, VANMARCKE E H. Estimation of spatial correlation of soil parameters based on data from the Texas A&M University NGES[C]// Probabilistic Site Characterization at the National Geotechnical Experimentation Sites. ASCE, 2003: 29-40.
    [36] PHOON K K, QUEK S T, AN P. Geostatistical analysis of cone penetration test (CPT) sounding using the modified Bartlett test[J]. Canadian Geotechnical Journal, 2004, 41(2): 356-365.
    [37] FENTON G A. Estimation for stochastic soil models[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(6): 470-485.
    [38] JAKSA M B. The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay[D]. Adelaide: University of Adelaide, 1995.
    [39] FENTON G A, GRIFFITHS D V. Probabilistic foundation settlement on spatially random soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(5): 381-390.
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  • 收稿日期:  2014-11-03
  • 发布日期:  2015-07-19

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