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 46 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Supplements
LIU Xuejun, SONG Fei, ZHANG Luyu, HOU Xianming, HA Yuelong. Several basic problems in stability evaluation of sliding surface of soil slopes with tension cracks[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1418-1426. DOI: 10.11779/CJGE20230596
Citation: LIU Xuejun, SONG Fei, ZHANG Luyu, HOU Xianming, HA Yuelong. Several basic problems in stability evaluation of sliding surface of soil slopes with tension cracks[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1418-1426. DOI: 10.11779/CJGE20230596
shu

Several basic problems in stability evaluation of sliding surface of soil slopes with tension cracks

  • 1.

    Xinjiang Architectural Research Institute (Co., Ltd.), Urumqi 830002, China

  • 2.

    School of Highway, Chang'an University, Xi'an 710064, China

  • 3.

    Construction Engineering Project Surveg, Design and Working Drawing Review Center, Huangshan 245000, China

More Information
  • Received Date: June 29, 2023
  • Available Online: July 11, 2024
    Graphical Abstract
    • Abstract
  • Focusing on some basic problems in stability evaluation of the sliding surface with tension cracks, the feasibility and adaptability of the two kinds of confusing "ignoring" methods are analyzed through over a thousand examples, and their effects on the stability of sliding surfaces with tension cracks are also investigated under different depths of tension cracks, different geometric shapes of sliding surfaces (arc, polyline, combination), different methods of safety factor. The main conclusions are drawn as follows: (1) When the tension cracks are not filled with water, the first kind of method is only applicable to the simplified Janbu and Bishop methods, but not to GLE and unbalanced thrust methods. Also, the first kind of method does not work when the water pressure is applied, only the second kind of method works. (2) The curve of the safety factor with tension cracks is related to whether the inter-slice force before cracks happen is tension or pressure, which is also related to the soil cohesion, depth of the tension cracks and methods of safety factor. If the cohesion is low, the inter-slice force is more likely to be pressure, and if the cohesion is high, the inter-slice force is more likely to be tension. (3) It's conducive to the convergence of the iterative solution by setting tension cracks in analysis, especially for the strict methods, such as GLE. The research results may provide a solid theoretical and feasible analysis method for scientifically evaluating the stability of the sliding surfaces with tension cracks.
    • FullText(HTML)
    • References (28)
  • [1]
    CHOWDHURY R, FLENTJE P, BHATTACHARYA G. Geotechnical Slope Analysis[M]. Boca Raton: CRC Press, 2009.
    [2]
    DWIANTARA M S, FARIS F, FATHANI T F. Effect of tension crack on slope stability in rainfall conditions[C]// Construction: The Formation of Living Envionment. Moscow, 2023.
    [3]
    DUNCAN J M, WRIGHT S G. Soil Strength and Slope Stability[M]. Newyork: John Wiley & Sons Inc, 2005
    [4]
    樊明尊, 宋飞, 刘学军. 直立面板式格室挡墙主动土压力计算方法探讨[J]. 地基处理, 2022, 4(2): 126-132. https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202202005.htm

    FAN Mingzun, SONG Fei, LIU Xuejun. Calculation method of active soil pressure on vertical panel retaining wall[J]. Journal of Ground Improvement, 2022, 4(2): 126-132. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202202005.htm
    [5]
    US Army Corps of Engineers. Engineering and Design: Slope Stability, 2003, Engineer Manual 1110-2-1902[S]. 2003.
    [6]
    BELANDRIA N, ÚCAR R, CORREDOR A, et al. Safety factor on rock slopes with tensile cracks using numerical and limit equilibrium models[J]. Geotechnical and Geological Engineering, 2021, 39(3): 2287-2300. doi: 10.1007/s10706-020-01624-8
    [7]
    ZHU L X, ZHOU Z J, CHEN L, et al. Limit equilibrium theory-based investigation on the critical tension crack depth in loess slope[J]. Environmental Earth Sciences, 2021, 80(9): 349. doi: 10.1007/s12665-021-09641-3
    [8]
    MICHALOWSKI R L. Stability of intact slopes with tensile strength cut-off[J]. Géotechnique, 2017, 67(8): 720-727. doi: 10.1680/jgeot.16.P.037
    [9]
    SENIOR R B. Tensile strength, tension cracks, and stability of slopes[J]. Soils and Foundations, 1981, 21(2): 1-17. doi: 10.3208/sandf1972.21.2_1
    [10]
    ZHANG T, LIN S T, ZHENG H, et al. Location of tension cracks at slope crests in stability analysis of slopes[J]. Geotechnics, 2022, 2(3): 488-505. doi: 10.3390/geotechnics2030024
    [11]
    张鲁渝. 应力空间岩土本构模型的三维图像[J]. 岩土工程学报, 2005, 27(1): 64-68. http://cge.nhri.cn/cn/article/id/11557

    ZHANG Luyu. The 3D images of geotechnical constitutive models in the stress space[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 64-68. (in Chinese) http://cge.nhri.cn/cn/article/id/11557
    [12]
    ZHANG S, CHOWDHURY R. Identification of critical slope failure surfaces with critical tension cracks[C]// The 30th U S Symposium on Rock Mechanics (USRMS). Morgantown, 1989.
    [13]
    SPENCER E. Effect of tension on stability of embankments[J]. Journal of the Soil Mechanics and Foundations Division, 1968, 94(5): 1159-1173. doi: 10.1061/JSFEAQ.0001185
    [14]
    王根龙, 伍法权, 李巨文, 等. 公路岩质边坡后缘张裂缝发生位置的预测方法[J]. 工程地质学报, 2007, 15(增刊1): 498-501. https://cpfd.cnki.com.cn/Article/CPFDTOTAL-GCDZ200709001098.htm

    WANG Genlong, WU Faquan, LI Juwen, et al. Forecasting method of tensile crack's position occurred at rear of express way rock slope[J]. Journal of engineering geology, 2007, 15(S1): 498-501. (in Chinese) https://cpfd.cnki.com.cn/Article/CPFDTOTAL-GCDZ200709001098.htm
    [15]
    邓东平, 李亮, 赵炼恒. 河岸边坡稳定性及张裂缝最不利位置研究[J]. 中南大学学报(自然科学版), 2013, 44(9): 3873-3883. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201309044.htm

    DENG Dongping, LI Liang, ZHAO Lianheng. Critical position of tensile cracks and stability analysis in slope near river[J]. Journal of Central South University (Science and Technology), 2013, 44(9): 3873-3883. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201309044.htm
    [16]
    张年学, 李晓, 盛祝平. 用拐点原理计算滑坡后沿张裂缝深度的新公式[J]. 工程地质学报, 2018, 26(1): 157-163. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201801017.htm

    ZHANG Nianxue, LI Xiao, SHENG Zhuping. The new formula of calculating depth of a tension crack in the upper surface of a sliding slope using inflection principle[J]. Journal of Engineering Geology, 2018, 26(1): 157-163. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201801017.htm
    [17]
    SASEKARAN M. Impact of Permeability and Surface Cracks on Soil Slopes[D] Mancheste: University of Manchester, 2011.
    [18]
    建筑边坡工程技术规范: GB 50330—2013[S]. 北京: 中国建筑工业出版社, 2013.

    Technical Code for Building Slope Engineering: GB 50330—2013[S]. Beijing: China Architecture and Building Press, 2013. (in Chinese)
    [19]
    丰定祥, 吴家秀, 葛修润. 边坡稳定性分析中几个问题的探讨[J]. 岩土工程学报, 1990, 12(3): 1-9. http://cge.nhri.cn/cn/article/id/9368

    FENG Dingxiang, WU Jiaxiu, GE Xiurun. Some problems of slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(3): 1-9. (in Chinese) http://cge.nhri.cn/cn/article/id/9368
    [20]
    BAO Y D, LI Y C, ZHANG Y S, et al. Investigation of the role of crown crack in cohesive soil slope and its effect on slope stability based on the extended finite element method[J]. Natural Hazards, 2022, 110(1): 295-314. doi: 10.1007/s11069-021-04947-8
    [21]
    ABRAMSON L W, LEE T S, SHARMA S, et al. Slope stability and stabilization methods[M]. 2nd ed. New York: John Wiley & Sons Inc, 2002.
    [22]
    张鲁渝, 郑颖人, 时卫民. 边坡稳定分析中关于不平衡推力法的讨论[J]. 岩石力学与工程学报, 2005, 24(1): 177-182. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050100W.htm

    ZHANG Luyu, ZHENG Yingren, SHI Weimin. On slope stability analysis by imbalance thrust force method[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(1): 177-182. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050100W.htm
    [23]
    张鲁渝. 一个用于边坡稳定分析的通用条分法[J]. 岩石力学与工程学报, 2005, 24(3): 496-501. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050300O.htm

    ZHANG Luyu. Generalized limit equilibrium method for slope stability analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 496-501. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050300O.htm
    [24]
    MALKAWI A I H, HASSAN W F, SARMA S K. Global search method for locating general slip surface using Monte Carlo techniques[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(8): 688-698. doi: 10.1061/(ASCE)1090-0241(2001)127:8(688)
    [25]
    张鲁渝. 边坡稳定分析软件ZSlope的开发[J]. 岩石力学与工程学报, 2004, 23(16): 2830-2835. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200416031.htm

    ZHANG Luyu. Development of software zslope for slope stability analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16): 2830-2835. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200416031.htm
    [26]
    张鲁渝, 张建民. 基于滑面段旋转的Monte Carlo搜索技术及改进(Ⅰ): 转角大小随机[J]. 岩土力学, 2006, 27(11): 1902-1908. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200612020.htm

    ZHANG Luyu, ZHANG Jianmin. Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ): random angle of rotation[J]. Rock and Soil Mechanics, 2006, 27(11): 1902-1908. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200612020.htm
    [27]
    张鲁渝, 张建民. 基于滑面段旋转的Monte Carlo搜索技术及改进(Ⅱ): 常值转角[J]. 岩土力学, 2006, 27(12): 2197-2202. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200612020.htm

    ZHANG Luyu, ZHANG Jianmin. The extended Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅱ): constant angle of rotation[J]. Rock and Soil Mechanics, 2006, 27(12): 2197-2202. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200612020.htm
    [28]
    DONALD I, GIAM P. The ACADS slope stability programs review[C]// International Symposium on Landslides. Melbournc, 1995.
    • Related Articles
  • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(5)

    1. 田晓丹，姜晓桢，殷友超，石泽译. 基于土工膜透声特性的膜下垫层渗透变形声波特征试验研究. 水利水电科技进展. 2025(02): 31-37 .
    2. 张宪雷，马仲阳，刘贺松. 高面膜堆石坝周边缝处PVC-P土工膜渗透机理. 岩土工程学报. 2024(11): 2333-2340 . 本站查看
    3. 张宪雷，马仲阳，吴云云. 面膜堆石坝不同品种土工膜力学特性. 岩土工程学报. 2023(05): 940-952 . 本站查看
    4. 徐国雷，张宪雷，马仲阳. 基于低场核磁共振技术面膜堆石坝中PVC膜渗透机理. 水电能源科学. 2022(12): 138-142 .
    5. 黄耀英，谢同，费大伟，包腾飞，颜剑. 基于测压管实测水位的王甫洲水利工程复合土工膜工作性态反馈. 岩土工程学报. 2021(03): 564-571 . 本站查看

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(7)
    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