• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 30 Issue 3
Jun.  2017
Turn off MathJax
Article Contents
ZHU Lei, YAN Ming, Huang Runqiu, Gao Feng. Genesis Mechanism and Distribution of Gently-Dipping Brittle Discontinuities in Rock Slope[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 554-562. doi: 10.3969/j.issn.0258-2724.2017.03.016
Citation: ZHU Lei, YAN Ming, Huang Runqiu, Gao Feng. Genesis Mechanism and Distribution of Gently-Dipping Brittle Discontinuities in Rock Slope[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 554-562. doi: 10.3969/j.issn.0258-2724.2017.03.016

Genesis Mechanism and Distribution of Gently-Dipping Brittle Discontinuities in Rock Slope

doi: 10.3969/j.issn.0258-2724.2017.03.016
  • Received Date: 10 Oct 2015
  • Publish Date: 25 Jun 2017
  • A rock slope in Nujiang River (China) was taken as an example to better understand the distribution of the gently-dipping discontinuities subjected to river incision. Based on field surveys, geological analysis and numerical simulation, a study on the density and evolution of the gently-dipping discontinuities was carried out to reveal the distribution and genesis mechanism. The results indicate that the gently-dipping discontinuities in the epigenetic reworking stage have evolved to distribute at irregular intervals: the discontinuities concentrate in certain zones (i.e., high-density zones), separated by some low-density zones. Totally, there are three to four high-density evolution zones of gently-dipping discontinuities. The density of discontinuities in these high-density zones ranges from 10 to 18 per 10 square meters, while the value in the low-density zones is 5 to 8 per 10 square meters. Moreover, the geometry and kinematic analyses of the system of discontinuities suggest that the genesis of the discontinuities can be synthesized into a progressive evolution model. The model suggests that the joint starts with the formation of an array of en-echelon cracks, with continued crack elongation and shearing; then they approach one another and interact, forming a complex joint system finally. According to the history of river valley evolution, a view is proposed that the river intermittent incision was the main factor resulting in the intermittently concentrated distribution of the gently-dipping discontinuities.

     

  • loading
  • 张倬元,王士天,王兰生.工程地质分析原理[M]. 3版. 北京:地质出版社,2010: 314-321.
    黄润秋,张倬元,王士天.高边坡稳定性的系统工程地质研究[M]. 成都:成都科技大学出版社,1991: 112-130.
    宋睿智. 玛尔挡水电站缓倾角结构面发育特征与成因机理研究[D]. 兰州:兰州大学,2010.
    钱海涛,谭朝爽,孙强,等. 西南某地中缓倾角结构面成因机制与工程地质特性[J]. 工程地质学报,2010,18 (增刊1):53-59. QIAN Haitao, TAN Chaoshuang, SUN Qiang, et al. Formation mechanism and engineering geological properties of middle-lower dip discontinuities of an area in southwest, China[J]. Journal of Engineering Geology, 2010, 18(Sup.1): 53-59.
    石豫川,冯文凯,刘汉超,等. 某水电站高边坡变形破坏模式及机制分析[J]. 西南交通大学学报,2004,39(5): 609-613. SHI Yuchuan, FENG Wenkai, LIU Hanchao, et al. Patterns and mechanisms of high slope deformation and failure of hydropower station in southwest China[J]. Journal of Southwest Jiaotong University, 2004, 39(5): 609-613.
    哈秋聆,张永兴. 岩石边坡工程[M]. 重庆:重庆大学出版社,1995: 45-65.
    王士天,严明,黄润秋. 金沙江向家坝水电站高边坡变形破坏机制及稳定性评价[M]. 成都:成都科技大学出版社,1994: 17-25.
    沈军辉, 赵其华,李天斌,等. 官地水电站坝区缓倾角断裂成因研究[J]. 地质与勘探, 2000, 36(6): 48-51. SHEN Junhui, ZHAO Qihua, LI Tianbin, et al. Study on genesis of gently dipping fault s in the dam area of Guandi hydroelectric project[J]. Geology and Prospecting, 2000, 36(6): 48-51.
    王兰生. 地壳浅表圈层与人类工程[M]. 北京:地质出版社,2004: 193-202.
    沈军辉,王兰生,李天斌,等. 川西南玄武岩的岩体结构特征[J]. 成都理工学院学报,2002,29(6): 680-686. SHEN Junhui, WANG Lansheng, LI Tianbin, et al. Rock mass structural features of basalt in Southwest Sichuan[J]. Journal of Chengdu University of Technology, 2002, 29(6): 680-686.
    黄润秋,严明,陈龙生,等. 复杂反倾向岩质高边坡深部裂缝形成机理分析[J]. 成都理工学院学报,2001,28(增刊): 321-327. HUANG Runqiu, YAN Ming, CHEN Longsheng, et al. A study on the mechanism of deep unloading fissures in a high slope with anti dipping rock beds[J]. Journal of Chengdu University of Technology, 2001, 28(Sup.): 321-227.
    严明,郑秀红,朱 雷,等. 某块状岩质斜坡滑移-张裂变形机制的工程地质分析[J]. 岩石力学与工程学报, 2016, 35(1): 130-140. YAN Ming, ZHENG Xiuhong, ZHU Lei, et al. Engineering geological analysis of deformation mechanism of sliding-fracturing in a rock slope[J]. 2016, 35(1): 130-140.
    哈秋舲. 三峡工程永久船闸陡高边坡各向异性卸荷岩体力学研究[J]. 岩石力学与工程学报,2001,20(5): 603-618. HA Qiuling. Study on the anisotropic unloading rock mass mechanics for the steep-high rock slope of the three gorges project permanent ship lock[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(5): 603-18.
    黄润秋,黄达. 高地应力条件下卸荷速率对锦屏大理岩力学特性影响规律试验研究[J]. 岩石力学与工程学报,2010,29(1): 21-33. HUANG Runqiu, HUANG Da. Experimental research on effect laws of unloading rates on mechanical properties of jinping marble under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 21-33.
    丛宇, 王在泉, 郑颖人,等. 卸围压路径下大理岩破坏过程的声发射特性试验研究[J]. 西南交通大学学报, 2014, 49(1): 97-104. CONG Yu, WANG Zaiquan, ZHENG Yingren, et al. Experimental study on acoustic emission features of marbles during unloading failure process[J]. Journal of Southwest Jiaotong University, 2014, 49(1): 97-104.
  • 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
    Article views(526) PDF downloads(188) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return