Volume 39 Issue 3
Jun.  2025
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(3): 423-430
Liu Xiujun, Fu Wenguang. Failure mode analysis of fully grouted anchorage system[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(3): 423-430. doi: 10.20265/j.cnki.issn.1007-2993.2024-0227
Citation: Liu Xiujun, Fu Wenguang. Failure mode analysis of fully grouted anchorage system[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(3): 423-430. doi: 10.20265/j.cnki.issn.1007-2993.2024-0227
shu

Failure mode analysis of fully grouted anchorage system

doi: 10.20265/j.cnki.issn.1007-2993.2024-0227
  • 1.

    State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, China

  • 2.

    Shenzhen Geotechnical Investigation & Surveying Institute (Group) Co., Ltd., Shenzhen 518028, Guangdong, China

  • 3.

    Shenzhen GongKan Geotechnical Group Co., Ltd., Shenzhen 518063, Guangdong, China

  • Received Date: 2024-05-24
  • Accepted Date: 2024-10-29
  • Rev Recd Date: 2024-07-29
  • Publish Date: 2025-06-09
    Abstract
  • With the rapid development of geotechnical anchoring technology, grouting anchoring technology has been widely used in anchoring engineering due to its advantages of low cost and easy installation. Previous research on grouted anchorage systems has focused on the load-bearing performance of the anchorage system, and the study of the failure modes of the anchorage system is not yet sufficient. The following research tasks were systematically conducted. (1) A refined definition of fully grouted anchorage systems was proposed. (2) The anchorage mechanism of the fully grouted anchorage system was analyzed. (3) Eight failure modes of the fully grouted anchorage system were identified, and the causes of each failure mode were analyzed. (4) The strain distribution law of the grout of the fully grouted anchorage system under five different decoupling states of the two anchorage interfaces was analyzed, and the idea of analyzing the decoupling state of the anchorage interface by monitoring the strain distribution curve of the grout was proposed. (5) A failure mode analysis was conducted on the fully grouted test anchor of the Shenping Anchor Cable Comprehensive Test Project. The results show that the failure of the fully grouted anchorage system is often the result of a combination or comprehensive effect of several failure modes. During the pull-out process, both anchorage interfaces will experience varying degrees of decoupling, while there will be a weak anchorage interface.

     

    • FullText(HTML)
  • loading
    • References(20)
  • [1]
    尤志嘉. 土层锚固体应力分布规律与失效机理的细观力学研究[D]. 青岛: 山东科技大学, 2018. (YOU Z J. Meso mechanical study on stress distribution and failure mechanism of soil anchorage[D]. Qingdao: Shandong University of Science and Technology, 2018. (in Chinese)

    YOU Z J. Meso mechanical study on stress distribution and failure mechanism of soil anchorage[D]. Qingdao: Shandong University of Science and Technology, 2018. (in Chinese)
    [2]
    REN F F, YANG Z J, CHEN J F, et al. An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model[J]. Construction and Building Materials,2010,24(3):361-370. doi: 10.1016/j.conbuildmat.2009.08.021
    [3]
    刘秀军. Gibson地基中竖向灌浆锚杆承载力研究[J]. 土工基础,2022,36(5):752-759. (LIU X J. Pull-out capacity of vertical grouting anchor in Gibson foundation[J]. Soil Engineering and Foundation,2022,36(5):752-759. (in Chinese)

    LIU X J. Pull-out capacity of vertical grouting anchor in Gibson foundation[J]. Soil Engineering and Foundation, 2022, 36（5）: 752-759. (in Chinese)
    [4]
    PHILLIPS S H E. Factors affecting the design of anchorages in rock[R]. 1970.
    [5]
    FARMER I W. Stress distribution along a resin grouted rock anchor[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1975,12(11):347-351.
    [6]
    CLOUGH G W, DUNCAN J M. Finite element analyses of retaining wall behavior[J]. Journal of the Soil Mechanics and Foundations Division,1971,97(12):1657-1673. doi: 10.1061/JSFEAQ.0001713
    [7]
    WIJK G. A theoretical remark on the stress field around prestressed rock bolts[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1978,15(6):289-294.
    [8]
    蒋忠信. 拉力型锚索锚固段剪应力分布的高斯曲线模式[J]. 岩土工程学报,2001,23(6):696-699. (JIANG Z X. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type[J]. Chinese Journal of Geotechnical Engineering,2001,23(6):696-699. (in Chinese) doi: 10.3321/j.issn:1000-4548.2001.06.010

    JIANG Z X. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type[J]. Chinese Journal of Geotechnical Engineering, 2001, 23（6）: 696-699. (in Chinese) doi: 10.3321/j.issn:1000-4548.2001.06.010
    [9]
    MA S Q, NEMCIK J, AZIZ N. An analytical model of fully grouted rock bolts subjected to tensile load[J]. Construction and Building Materials,2013,49:519-526. doi: 10.1016/j.conbuildmat.2013.08.084
    [10]
    EVANGELISTA A, SAPIO G. Behaviour of ground anchors in stiff clays[C]//Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering. Tokyo: The Japanese Society of Soil Mechanics and Foundation Engineering, 1977: 39-47.
    [11]
    OSTERMAYER H, SCHEELE F. Research on ground anchors in non-cohesive soils[C]//Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering. Tokyo: The Japanese Society of Soil Mechanics and Foundation Engineering, 1977: 92-97.
    [12]
    SU W Z, FRAGASZY R J. Uplift testing of model anchors[J]. Journal of Geotechnical Engineering,1988,114(9):961-983. doi: 10.1061/(ASCE)0733-9410(1988)114:9(961)
    [13]
    BENMOKRANE B, CHENNOUF A, MITRI H S. Laboratory evaluation of cement-based grouts and grouted rock anchors[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1995,32(7):633-642.
    [14]
    ESTERHUIZEN J B, FILZ G M, DUNCAN J M. Constitutive behavior of geosynthetic interfaces[J]. Journal of Geotechnical and Geoenvironmental Engineering,2001,127(10):834-840. doi: 10.1061/(ASCE)1090-0241(2001)127:10(834)
    [15]
    CHU L M, YIN J H. Comparison of interface shear strength of soil nails measured by both direct shear box tests and pullout tests[J]. Journal of Geotechnical and Geoenvironmental Engineering,2005,131(9):1097-1107. doi: 10.1061/(ASCE)1090-0241(2005)131:9(1097)
    [16]
    叶根飞. 岩土锚固荷载传递规律与锚固特性试验研究[D]. 西安: 西安科技大学, 2012. (YE G F. Law of anchorage load transfer and experimental study on anchoring characteristics[D]. Xi’an: Xi’an University of Science and Technology, 2012. (in Chinese)

    YE G F. Law of anchorage load transfer and experimental study on anchoring characteristics[D]. Xi’an: Xi’an University of Science and Technology, 2012. (in Chinese)
    [17]
    WINDSOR C R. Rock reinforcement systems[J]. International Journal of Rock Mechanics and Mining Sciences,1997,34(6):919-951. doi: 10.1016/S1365-1609(97)80004-4
    [18]
    谢正正, 张 农, 韩昌良, 等. 煤巷顶板厚层跨界锚固原理与应用研究[J]. 岩石力学与工程学报,2021,40(6):1195-1208. (XIE Z Z, ZHANG N, HAN C L, et al. Research on principle and application of roof thick layer cross-boundary anchorage in coal roadways[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(6):1195-1208. (in Chinese)

    XIE Z Z, ZHANG N, HAN C L, et al. Research on principle and application of roof thick layer cross-boundary anchorage in coal roadways[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40（6）: 1195-1208. (in Chinese)
    [19]
    饶枭宇. 预应力岩锚内锚固段锚固性能及荷载传递机理研究[D]. 重庆: 重庆大学, 2007. (RAO X Y. Study on anchorage performance and load-transfer mechanism of embedment section of prestressed rock cable bolt[D]. Chongqing: Chongqing University, 2007. (in Chinese)

    RAO X Y. Study on anchorage performance and load-transfer mechanism of embedment section of prestressed rock cable bolt[D]. Chongqing: Chongqing University, 2007. (in Chinese)
    [20]
    尤春安. 锚固系统应力传递机理理论及应用研究[D]. 青岛: 山东科技大学, 2004. (YOU C A. Theory and application study on stress-transfer mechanism of anchoring system[D]. Qingdao: Shandong University of Science and Technology, 2004. (in Chinese)

    YOU C A. Theory and application study on stress-transfer mechanism of anchoring system[D]. Qingdao: Shandong University of Science and Technology, 2004. (in Chinese)
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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(10)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (22) PDF downloads(5) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return