高级搜索
  • 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

基于结构面网络模拟技术的边坡楔形体分析方法研究

马淑芝, 贾洪彪, 张致能, 张志飞

马淑芝, 贾洪彪, 张致能, 张志飞. 基于结构面网络模拟技术的边坡楔形体分析方法研究[J]. 岩土工程学报, 2018, 40(S2): 167-172. DOI: 10.11779/CJGE2018S2034
引用本文: 马淑芝, 贾洪彪, 张致能, 张志飞. 基于结构面网络模拟技术的边坡楔形体分析方法研究[J]. 岩土工程学报, 2018, 40(S2): 167-172. DOI: 10.11779/CJGE2018S2034
shu
MA Shu-zhi, JIA Hong-biao, ZHANG Zhi-neng, ZHANG Zhi-fei. Stability analysis of wedges of rock slopes based on 3D network simulation of structural surface[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 167-172. DOI: 10.11779/CJGE2018S2034
Citation: MA Shu-zhi, JIA Hong-biao, ZHANG Zhi-neng, ZHANG Zhi-fei. Stability analysis of wedges of rock slopes based on 3D network simulation of structural surface[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 167-172. DOI: 10.11779/CJGE2018S2034
shu

基于结构面网络模拟技术的边坡楔形体分析方法研究  English Version

  • 中国地质大学工程学院,湖北 武汉 430074

基金项目: 国家自然科学基金面上项目（41572278）
详细信息
    作者简介:

    马淑芝(1974- ),女,教授,博士,主要从事岩土力学与岩土测试技术等方面的教学和科研工作。E-mail:maszyy@163.com

    通讯作者:

    贾洪彪，E-mail：jiahongbiao@cug.edu.cn

  • 中图分类号: TU43

Stability analysis of wedges of rock slopes based on 3D network simulation of structural surface

  • Engineering Faculty, China University of Geosciences, Wuhan 430074, China

摘要

    摘要
  • 摘要: 山区高速公路的建设日益增多,岩质高边坡越来越多地出现于工程建设之中。对于完整性较好的岩质边坡,楔形体破坏是常见的边坡破坏类型之一。由于楔形体数量多,规模及稳定性都差别较大,位置也不固定,在勘探过程中难以确定,给边坡稳定性分析及设计带来很大不便。依据楔形体几何结构条件,将楔形体分成Ⅰ型（出现于坡肩,由两条相交的结构面与坡顶、坡面共同包围形成）和Ⅱ型（出现于坡面,由三条结构面与坡面共同包围形成）,利用结构面三维网络模拟技术,对岩质边坡工程中楔形体进行随机分析和分步筛选,发展了搜索楔形体及其稳定性评价方法,用以指导边坡评价、设计和加固治理,并在厦沙高速的边坡稳定性分析中尝试应用。结果表明：对于岩质边坡,可根据楔形体的几何构成条件,利用楔形体分析方法,可以从岩体三维结构数字模型中抽取楔形体,并进行楔形体稳定性分析;通过Ⅰ型楔形体和Ⅱ型楔形体的对比,当边坡坡高较大时,Ⅱ型楔形体数量远远大于Ⅰ型楔形体,因此应更重视对Ⅱ型楔形体的研究。
    Abstract: High rock slopes in mountainous areas are increasingly encounted with the construction of expressways. As one of frequently observed stablility issues of high rock slopes, wedge failure differs greatly in scale and stability as well as location distribution. Such characteristics cause significant difficulty in the slope stability analysis during exploration and the subsequent project design. According to their geometric structure, the wedges are divided into two types: I-type wedges on the slope shoulder and surrounded by two intersecting structural surfaces, top and slope surface, and II-type wedges on the slope surface and surrounded by three structural planes and slopes. By means of the three-dimensional network simulation technology of structural surface, the random analysis and step-by-step screening of wedges in rock slope engineering are carried out. The methods for searching wedges and evaluating their stability are developed to guide the evaluation, design and reinforcement of slopes. The applicability of this developed method is demonstrated by a case study, the practical application in Xiamen-Shaxian Expressway. The research results demonstrate that for the wedge analysis of rock slopes, it is possible to draw wedges from the 3D structural digital model for rock mass and analyze their stability based on the three-dimensional network simulation technology of structural surface. Comparison of I-type and II-type wedges indicates that when the slope is higher, the number of II-type wedges is far greater than that of I-type ones, therefore, the II-type wedges cannot be ignored in the slope projects.
    • HTML全文
    • 参考文献(14)
  • [1] 徐卫亚, 狄圣杰, 郑文棠, 等. 白鹤滩水电站上坝线左拱座楔形体安全性能分析[J]. 岩石力学与工程学报, 2011, 30(5): 910-916.
    (XU Wei-ya, DI Sheng-jie, ZHENG Wen-tang, et al.Safety performance analysis of rock wedges under left skewback of upstream dam line in Baihetan hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(5): 910-916. (in Chinese))
    [2] 孙广忠. 岩体结构力学[M]. 北京: 科学出版社, 1988.
    (SUN Guang-zhong.Rock mass structure mechanics[M]. Beijing: Sciences Press, 1988. (in Chinese))
    [3] 张发明, 何传永, 贾志欣, 等.基于三维裂隙网络模拟的随机楔体稳定分析[J]. 水力发电, 2002(7): 15-18, 76. (ZHANG Fa-ming, HE Chuan-yong, JIA Zhi-xin, et al. Three dimensional network simulation on fissures and the stability analysis on random wedge blocks[J]. Water Power, 2002(7): 15-18, 76. (in Chinese))
    [4] 贾洪彪, 唐辉明, 刘佑荣. 岩体结构面网络模拟技术研究进展[J]. 地质科技情报, 2001, 20(1): 103-108.
    (JIA Hong-biao, TANG Hui-ming, LIU You-rong.Advances in the study of rock discontinuity network modeling technique[J]. Geological Science and Technology Information, 2001, 20(1): 103-108. (in Chinese))
    [5] 杨超, 徐光黎, 申艳军, 等. 基于结构面网络模拟的节理岩质边坡可靠性分析[J]. 工程地质学报, 2014, 22(6): 1221-1226.
    (YANG Chao, XU Guang-li, SHEN Yan-jun, et al.Joint network simulation based reliability analysis for jointed rock slopes[J]. Journal of Engineering Geology, 2014, 22(6): 1221-1226. (in Chinese))
    [6] 林鹏, 石杰, 周华, 等. 乌东德坝肩结构面影响及协调加固稳定分析[J]. 岩石力学与工程学报, 2016, 35(增刊2): 3937-3946.
    (LIN Peng, SHI Jie, ZHOU Hua, et al.Stability analysis on structural plane effects and compatible reinforcement relating to Wudongde dam abutments[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2): 3937-3946. (in Chinese))
    [7] ZHENG J, KULATILAKE P H S W, DENG J H, et al. Development of a probabilistic kinematic wedge sliding analysis procedure and application to a rock slope at a hydropower site in China[J]. Bulletin of Engineering Geology and the Environment, 2016, 75(4): 1413-1428.
    [8] PRIEST S D.Discontinuity analysis for rock engineering[M]. Chapman & Hall, 1993.
    [9] 刘明, 黄润秋, 严明, 等. 倾斜面上岩体结构面加权节理密度的获取[J]. 岩石力学与工程学报, 2016, 35(10): 1975-1989.
    (LIU Ming, HUANG Runqiu, YAN Ming, et al.Determination of weighted joint density from inclined surface observations in rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(10): 1975-1989. (in Chinese))
    [10] MAULDON M E.Estimating fracture mean trace and density from observations in convex windows[J]. Rock Mech Rock Eng, 1998, 31(4): 201-216.
    [11] 左育龙, 朱合华, 李晓军. 最大熵在岩体结构面间距分布估计中的应用研究[J]. 岩石力学与工程学报, 2017, 36(增刊1): 3492-3498.
    (ZUO Yu-long, ZHU He-hua, LI Xiao-jun.Estimation of rock mass discontinuity spacing distributions using maximum entropy principle[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(S1): 3492-3498. (in Chinese))
    [12] NGUYEN A T, MERRIEN-SOUKATCHOFF V, VINCHES M, et al.Grouping discontinuities in representative sets: influence on the stability analysis of slope cuts[J]. Bulletin of Engineering Geology and the Environment, 2016, 75(4): 1429-1444.
    [13] JIA Hong-biao, MA Shu-zhi.Study on the application of 3-D discontinuity network modeling in geotechnical engineering[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(3): 457-458.
    [14] 贾洪彪, 唐辉明, 刘佑荣, 等. 岩体结构面三维网络模拟理论与工程应用[M]. 北京: 科学出版社, 2008.
    (JIA Hong-biao, TANG Hui-ming, LIU You-rong, et al.Three dimensional network simulation theory and engineering application of rock mass discontinuities[M]. Beijing: Sciences Press, 2008. (in Chinese))
    • 相关文章
    • 施引文献(9)

  • 期刊类型引用(5)

    1. 王林峰，胡才龙，曾韬睿，程平，吴发友. 考虑爆破作用的隧道爆破楔形体稳定性分析. 重庆交通大学学报(自然科学版). 2022(07): 112-119 . 百度学术
    2. 赵文超，韩帅，李明超，李明泽. 基于集成GAN的边坡岩体结构面多参数模拟方法. 水力发电学报. 2021(11): 105-114 . 百度学术
    3. 毛广志，程保民. 基于数值模拟的路堑边坡楔形体破坏机理研究. 路基工程. 2020(02): 196-199+205 . 百度学术
    4. 吴发友，王林峰，翁其能. 灰色预测模型在隧道洞顶楔形体稳定性预测中的应用. 计算机科学. 2019(05): 327-330 . 百度学术
    5. 梁荣斌. 某楔形体滑坡的稳定性和治理实践分析. 低碳世界. 2019(08): 70-71 . 百度学术

    其他类型引用(4)

    • 资源附件(0)
计量
  • 文章访问数:  276
  • HTML全文浏览量:  3
  • PDF下载量:  135
  • 被引次数: 9
出版历程
  • 收稿日期:  2018-07-21
  • 发布日期:  2018-10-29

目录

摘要
HTML全文
    参考文献(14)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn