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 37 Issue 8
Turn off MathJax
Article Contents
Abstract
References
CAO Ping, LIU Di-xu. Application of improved CSMR method to opencast mining slopes[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1544-1548. DOI: 10.11779/CJGE201508027
Citation: CAO Ping, LIU Di-xu. Application of improved CSMR method to opencast mining slopes[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1544-1548. DOI: 10.11779/CJGE201508027
shu

Application of improved CSMR method to opencast mining slopes

  • School of Resources and Safety Engineering, Central South University, Changsha 410083, China

More Information
  • Received Date: November 26, 2014
  • Published Date: August 24, 2015
    Graphical Abstract
    • Abstract
  • In traditional CSMR method, the influences of fast exposed frequency, long existing cycle and large height difference of opencast mining slopes on the rock mass quality classification are not considered. The time influence factor is introduced firstly, and the angles between discontinuities and slope adjustment parameter and slope height coefficient are corrected. An improved CSMR method is put forward to classify the slopes of opencast mining with different heights, so as to increase the scope of application. The investigation of opencast mining slopes shows that the improved CSMR method is better than the traditional SMR and CSMR in practical situations, so that the improved CSMR is more reasonable for the classification of rock mass quality opencast mining slopes.
    • FullText(HTML)
    • References (16)
  • [1]
    邱恩喜, 谢 强, 石 岳, 等. 修正SMR法在红层软岩边坡中的应用[J]. 岩土力学, 2009, 30(7): 2109-2113. (QIU En-xi, XIE Qiang, SHI Yue, et al. Application of modified SMR to redbed soft rock slopes[J]. Rock and Soil Mechanics, 2009, 30(7): 2109-2113. (in Chinese))
    [2]
    李秀珍, 孔纪名, 王成华. 岩质边坡稳定性分级方法的连续函数修正及其应用[J]. 岩石力学与工程学报, 2010, 29(增刊1): 3439-3446. (LI Xiu-zhen, KONG Ji-ming, WANG Cheng-hua. Modification of rock slope stability classification systems by continuous functions and its applications[J]. Chinese Journal of Rock Mechanic and Engineering, 2010, 29(S1): 3439-3446. (in Chinese))
    [3]
    张元才, 黄润秋, 赵立冬, 等. 天山公路边坡岩体质量评价TSMR体系研究[J]. 岩石力学与工程学报, 2010, 29(3): 617-623. (ZHANG Yuan-cai, HUANG Run-qiu, ZHAO Li-dong, et al. Study of Tianshan slope rock mass rating TSMR system[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 617-623. (in Chinese))
    [4]
    沈小辉. 复杂地质条件下山区公路边坡稳定性评价及加固方法研究[D]. 北京: 北京工业大学, 2012: 80-96. (SHEN Xiao-hui. Slope stability evaluation and reinforcement method for mountainous roads with complex geological conditions[D]. Beijing: Beijing University of Technology, 2012: 80-96. (in Chinese))
    [5]
    戴自航, 卢才金. 边坡失稳机理的力学解释[J]. 岩土工程学报, 2006, 28(10): 1191-1197. (DAI Zi-hang, LU Cai-jin Mechanical explanations on mechanism of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1191-1197. (in Chinese))
    [6]
    ROMANA M R. New adjustment ratings for application of Bieniawski classification to slopes[C]// International Symposium on the Role for Rock Mechanics. Zacatecas: ISRM, 1985: 49-53.
    [7]
    ROMANA M R. A geomechanical classification for slopes: slope mass rating[J]. Comprehensive Rock Engineering, 1993, 3: 575-599.
    [8]
    CHEN C S, LIU Y C. A methodology for evaluation and classification of rock mass quality on tunnel Engineering[J]. Tunneling and Underground Space Technology, 2007, 22(4): 377-387.
    [9]
    BIENIAWSKI Z T. Engineering classification of joint rock masses[J]. The Civil Engineer in South Africa, 1973, 15(12): 335-343.
    [10]
    冯树荣, 赵海斌, 蒋中明. 节理岩体边坡稳定性分析新方法[J]. 岩土力学, 2009, 30(6): 1639-1642. (FENG Shu-rong, ZHAO Hai-bin, JIANG Zhong-ming. A new method of stability analysis of jointed rock slop[J]. Rock and Soil Mechanics, 2009, 30(6): 1639-1642. (in Chinese))
    [11]
    刘发祥, 杨朝发. 评价岩质边坡稳定性的改进CSMR法[J]. 土工基础, 2014, 27(4): 99-103. (LIU Fa-xiang, YANU Chao-fa. Discussion on the modified CSMR method in the rock slide stability evaluations[J]. Soil Engineering and Foundation, 2014, 27(4): 99-103. (in Chinese))
    [12]
    李 云, 刘 霁. 基于模糊集理论与CSMR的岩质边坡稳定性分析[J]. 中南大学学报: 自然科学版,2012, 43(5): 1940-1946. (LI Yun, LIU Ji. Assessment of rock slope stability using fuzzy set and CSMR[J]. Journal of Central of South University: Science and Technology, 2012, 43(5): 1940-1946. (in Chinese))
    [13]
    李胜伟, 李天斌, 王兰生. 边坡岩体质量分类体系的CSMR法及应用[J]. 地质灾害与环境保护, 2001, 12(2): 69-72. (LI Sheng-wei, LI Tian-bin, WANG Lan-sheng. Application of the CSMR system for slope stability evaluation[J]. Journal of Geological Hazards and Environment Preservation, 2001, 12(2): 69-72. (in Chinese))
    [14]
    周 波, 张菊连. F 3 权值缩小及高度修正对边坡分级影响的探讨[J]. 地下空间与工程学报, 2009, 5(增刊2): 1833-1836. (ZHOU Bo, ZHANG Ju-lian. Influence of F 3 reduction and height correction on the slope rock mass classification[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(S2): 1833-1836. (in Chinese))
    [15]
    孙东亚, 陈祖煌, 杜伯辉, 等. 边坡稳定评价方法RMR-SMR体系及其修正[J]. 岩石力学与工程学报, 1997, 16(4): 297-304. (SUN Dong-ya, CHEN Zu-yu, DU Bo-hui, et al. Modifications to the RMR SMR system for slop stability evaluation[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(4): 297-304. (in Chinese))
    [16]
    COLLEDO N, GILL R. A geological study for highway 420[M]. Barcelona: University Pol de Catalunya, 1990.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(7)

    1. 蒋家卫，李文彪，赵雅芝，陈国兴，杜修力. 场地均质性对浅埋地铁车站地下结构地震易损性的影响. 振动与冲击. 2024(06): 151-156+178 .
    2. 韩俊艳，李玉凤，钟紫蓝，缪惠全，杜修力. 不同场地条件下埋地腐蚀钢管地震易损性评价. 岩土工程学报. 2024(04): 774-783 . 本站查看
    3. 林峻岑，孙纬宇，李国玉，严松宏，佟浩. 基于矢量IMs的浅埋偏压黄土隧道地震易损性. 东南大学学报(自然科学版). 2024(02): 432-440 .
    4. 蒋家卫，黄文婷，赵凯，陈国兴，杜修力. 典型浅埋矩形框架地铁车站地下结构地震易损性分析. 工程力学. 2024(09): 9-17 .
    5. 郭志辉. 复杂高层建筑结构抗震设计方法研究. 砖瓦. 2023(03): 95-97 .
    6. 谭灿星，周瑾. 两层三跨岛式地铁车站的地震响应研究. 广东土木与建筑. 2023(04): 73-77 .
    7. 谢宏飞，蔡海兵. 地铁地下车站抗震研究主要方法与现状. 建井技术. 2023(06): 85-90 .

    Other cited types(8)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(15)
    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