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清华大学学报(自然科学版)  2019, Vol. 59 Issue (11): 910-916    DOI: 10.16511/j.cnki.qhdxxb.2019.26.011
  土木工程 本期目录 | 过刊浏览 | 高级检索 |
地震作用下含软弱层锚固岩质边坡界面剪切作用
言志信1, 李亚鹏1,2, 龙哲1, 翟聚云1, 靳飞飞1,2
1. 河南城建学院 土木与交通工程学院, 平顶山 467000;
2. 安徽理工大学 土木建筑学院, 淮南 232001
Interfacial shearing of anchored rock slopes with a weak layer under earthquake loading
YAN Zhixin1, LI Yapeng1,2, LONG Zhe1, ZHAI Juyun1, JIN Feifei1,2
1. School of Civil and Traffic Engineering, Henan University of Urban Construction, Pingdingshan 467000, China;
2. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China
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摘要 针对地震作用下全长黏结锚杆锚固岩质边坡锚杆-砂浆界面上和砂浆-岩体界面上,即两锚固界面上的剪切作用,利用FLAC3D软件分别采用实体单元和接触面单元建立含软弱层锚固顺层岩质边坡数值模型,探究了水平向简谐波作用下两锚固界面上的剪切作用和锚杆轴力分布以及它们的演化规律。结果表明:采用实体单元和接触面单元相结合的建模方式可行,锚固界面剪切作用和脱黏破坏均可得到很好的体现和反映,两锚固界面上的剪应力和锚杆轴力的分布不均匀,软弱层处剪应力为零而轴力最大;随地震动持续输入,两锚固界面剪应力和锚杆轴力呈递增之势,锚固界面发生脱黏破坏并向锚杆两端发展,远离中性点的锚固界面得以调用,峰值剪应力向锚杆两端转移。揭示了地震作用下含软弱层锚固顺层岩质边坡破坏机理,对岩土锚固的研究和设计施工均具有重要意义。
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言志信
李亚鹏
龙哲
翟聚云
靳飞飞
关键词 岩质边坡锚固实体单元接触面单元锚杆-砂浆界面砂浆-岩体界面    
Abstract:The bolt-grout and grout-rock interfaces of rock slopes anchored by full-length bonded bolts experience significant shear stresses during earthquakes which can lead to failures. This paper presents a numerical model of an anchored rock slope with a weak layer to predict these shear stresses using solid and interface elements in the FLAC3D software. The model is used to predict the distributions of the anchorage interface shearing action and the anchor axial forces and how they evolve over time for a horizontal simple harmonic wave. The results show that solid elements can be combined with interface elements for modeling. The model can accurately predict the shear and debonding failure of the anchorage interface. The shear stresses at the two anchorage interfaces and the anchor axial force are not the same and the shear stress at the weak layer is zero while the axial force is the largest force. As the ground motion continues, the shear stresses at the two anchorage interfaces and the anchor axial force all increase. Debonding then occurs at the anchorage interface and develops toward both ends of the bolt and the anchorage interface far from the neutral point and the peak shear stress location moves to both ends of the bolt. The results show the failure mechanism of an anchored bedding rock slope with a weak layer during an earthquake, which is of great significance for designing geotechnical anchorage systems.
Key wordsrock slope    anchorage    solid element    interface element    bolt-grout interface    grout-rock interface
收稿日期: 2018-12-12      出版日期: 2019-11-19
引用本文:   
言志信, 李亚鹏, 龙哲, 翟聚云, 靳飞飞. 地震作用下含软弱层锚固岩质边坡界面剪切作用[J]. 清华大学学报(自然科学版), 2019, 59(11): 910-916.
YAN Zhixin, LI Yapeng, LONG Zhe, ZHAI Juyun, JIN Feifei. Interfacial shearing of anchored rock slopes with a weak layer under earthquake loading. Journal of Tsinghua University(Science and Technology), 2019, 59(11): 910-916.
链接本文:  
http://jst.tsinghuajournals.com/CN/10.16511/j.cnki.qhdxxb.2019.26.011  或          http://jst.tsinghuajournals.com/CN/Y2019/V59/I11/910
  图1 (网络版彩图)锚固体计算模型
  图2 (网络版彩图)边坡数值模型(单位: m)
  表1 材料物理力学参数
  图4 锚固界面剪应力分布情况
  图3 (网络版彩图)监测点布设(4号锚杆)
  图5 中性点理论示意图
  图7 (网络版彩图)不同时刻下砂浆-岩体界面剪应力演化
  图6 锚杆轴力分布情况
  图8 界面剪应力时程曲线
  图10 (网络版彩图)不同时刻下锚杆-砂浆界面剪应力演化
  图9 不同时刻下砂浆-岩体界面剪应力分布
  图11 不同时刻下锚杆-砂浆界面剪应力分布
  图12 不同时刻下锚杆轴力分布
  图13 (网络版彩图)软弱层和锚固体变形状态
[1] 刘波, 李东阳, 段艳芳, 等. 锚杆-砂浆界面黏结滑移关系的试验研究与破坏过程解析[J]. 岩石力学与工程学报, 2011, 30(S1):2790-2797. LIU B, LI D Y, DUAN Y F, et al. Experimental study of bond-slip relationship between bolt and mortar and theoretical solution to failure process[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1):2790-2797. (in Chinese)
[2] 黄明华, 周智, 欧进萍. 全长黏结式锚杆锚固段荷载传递机制非线性分析[J]. 岩石力学与工程学报, 2014, 33(S2):3992-3997. HUANG M H, ZHOU Z, OU J P. Nonlinear analysis on load transfer mechanism of wholly grouted anchor rod along anchoring section[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2):3992-3997. (in Chinese)
[3] 范俊奇, 董宏晓, 高永红, 等. 全长注浆锚杆锚固段剪应力分布特征试验研究[J]. 实验力学, 2014, 29(2):250-256. FAN J Q, DONG H X, GAO Y H, et al. Experimental study of shear stress distribution in internal anchoring section of a full-length grouting anchor[J]. Journal of Experimental Mechanics, 2014, 29(2):250-256. (in Chinese)
[4] 雒亿平, 史盛, 言志信. 抗拔荷载作用下锚固体与岩土体界面剪切作用[J]. 煤炭学报, 2015, 40(1):58-64. LUO Y P, SHI S, YAN Z X. Shear interaction of anchorage body and rock and soil interface under the action of uplift load[J]. Journal of China Coal Society, 2015, 40(1):58-64. (in Chinese)
[5] 任非凡, 徐超, 谌文武. 多界面复合锚杆荷载传递机制的数值模拟[J]. 同济大学学报(自然科学版), 2011, 39(12):1753-1759. REN F F, XU C, CHEN W W. Numerical simulation on load transfer mechanism of multi-interface composite rockbolt[J]. Journal of Tongji University (Natural Science), 2011, 39(12):1753-1759. (in Chinese)
[6] BLANCO MARTíN L, TIJANI M, HADJ-HASSEN F, et al. Assessment of the bolt-grout interface behaviour of fully grouted rockbolts from laboratory experiments under axial loads[J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 63:50-61.
[7] 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.
[8] 叶海林, 郑颖人, 陆新, 等. 边坡锚杆地震动特性的振动台试验研究[J]. 土木工程学报, 2011, 44(S1):152-157, 176. YE H L, ZHENG Y R, LU X, et al. Shaking table test on anchor bars of slope under earthquake[J]. China Civil Engineering Journal, 2011, 44(S1):152-157, 176. (in Chinese)
[9] 郝建斌, 郭进扬, 张振北, 等. 地震作用下锚杆支护边坡动力响应[J]. 交通运输工程学报, 2017, 17(3):46-55. HAO J B, GUO J Y, ZHANG Z B, et al. Dynamic response of anchors-supported slope under earthquake[J]. Journal of Traffic and Transportation Engineering, 2017, 17(3):46-55. (in Chinese)
[10] 年廷凯, 刘凯, 黄润秋, 等. 地震作用下锚固土质边坡稳定性解析[J]. 岩土工程学报, 2016, 38(11):2009-2016. NIAN T K, LIU K, HUANG R Q, et al. Solutions for stability of anchored earth slopes subjected to seismic loading[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11):2009-2016. (in Chinese)
[11] 周炜, 李海波, 刘亚群, 等. 地震作用下顺层岩质边坡锚固特性的拟动力分析[J]. 岩石力学与工程学报, 2016, 35(S2):3570-3576. ZHOU W, LI H B, LIU Y Q, et al. Pseudo-dynamic analysis of anchored characteristics of layered rock slopes subjected to seismic loads[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2):3570-3576. (in Chinese)
[12] 陈育民, 徐鼎平. FLAC/FLAC3D基础与工程实例[M]. 2版. 北京:中国水利水电出版社, 2013. CHEN Y M, XU D P. FLAC/FLAC3D foundation and engineering examples[M]. 2nd ed. Beijing:China Water & Power Press, 2013. (in Chinese)
[13] 段建, 言志信, 郭锐剑, 等. 土层锚杆拉拔界面松动破坏分析[J]. 岩土工程学报, 2012, 34(5):936-941. DUAN J, YAN Z X, GUO R J, et al. Failure analysis of soil anchors induced by loose interface under pullout load[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5):936-941. (in Chinese)
[14] 谈一评, 曾镇强. 简谐动力波作用下锚杆拉拔试验研究[J]. 岩土工程学报, 2013, 35(3):409-414. TAN Y P, ZENG Z Q. Pull-out tests on anchor bolts under simple harmonic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3):409-414. (in Chinese)
[15] 中华人民共和国住房和城乡建设部. 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, 2014. Ministry of Housing and Urban-Rural Construction of the People's Republic of China. Technical code for building slope engineering:GB 50330-2013[S]. Beijing:China Architecture & Building Press, 2014. (in Chinese)
[16] FREEMAN T J. The behaviour of fully-bonded rock bolts in the Kielder experimental tunnel[J]. Tunnels & Tunnelling International, 1978, 10(5):37-40.
[17] 张哲诚, 张向东, 刘源浩, 等. 横向简谐荷载作用下端锚黏结式锚杆黏结性试验研究[J]. 煤炭学报, 2016, 41(6):1407-1415. ZHANG Z C, ZHANG X D, LIU Y H, et al. Experimental research of anchors bonding mechanical properties under transverse harmonic loads[J]. Journal of China Coal Society, 2016, 41(6):1407-1415. (in Chinese)
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