Volume 19 Issue 1
Feb.  2011
Turn off MathJax
Article Contents
YE Wanjun, YANG Gengshe, CHANG Zhonghua, GU Huaxiong. 2011: CHARACTERISTICS OF DEVELOPMENT STATE OF SPALLING HAZARD IN LOESS SLOPE AND ITS EVALUATION METHOD. JOURNAL OF ENGINEERING GEOLOGY, 19(1): 37-42.
Citation: YE Wanjun, YANG Gengshe, CHANG Zhonghua, GU Huaxiong. 2011: CHARACTERISTICS OF DEVELOPMENT STATE OF SPALLING HAZARD IN LOESS SLOPE AND ITS EVALUATION METHOD. JOURNAL OF ENGINEERING GEOLOGY, 19(1): 37-42.

CHARACTERISTICS OF DEVELOPMENT STATE OF SPALLING HAZARD IN LOESS SLOPE AND ITS EVALUATION METHOD

Funds:

  • Received Date: 2010-08-10
  • Rev Recd Date: 2011-01-05
  • Publish Date: 2011-02-25
  • Spalling hazard affects the surface stability and its appearance. Conclusions can be made by investigating the spalling hazard in loess slopes on Huanglin-Yan'an expressway in Shaanxi province, with the assistance of theoretical analysis. The development state of spalling hazard is related with the factors including layer and lithology, geographic and geomorphic conditions, geological structure, the style of slope and its angle value. This paper establishes the classification criteria of spalling hazard in loess slope after combined with topological engineering method and the appraise of spalling hazard in loess slopes. The spalling hazard development state is represented by the correlation function. The calculation method for Matter-Element correlation degree is put forward. The method has a very important role in loess area for investigation and treatment of loess apalling hazard in loess slopes.
  • loading
  • [1] 王继明, 邹森,刘景雷,等. 陕西宝鸡地区千阳县塌山黄土滑坡稳定性分析
    [J].工程地质学报, 2009, 17 (5): 620~627.
    Wang Jingming,Zou Sen,Liu Jinglei,et al. Stability assessment of Tashan loess landslide at Qianyang county of Baoji region in Shaanxi province.Journal of Engineering Geology, 2009, 17 (5): 620~627.


    [2] 曲永新, 张永双,覃祖淼.三趾马红土与西北黄土高原滑坡
    [J].工程地质学报, 1999, 7 (3): 257~265.
    Qu Yongxin,Zhang Yongshuang,Tan Zumiao. Hipparion laterite and landslide hazards on loess plateau of Northwestern China.Journal of Engineering Geology, 1999, 7 (3): 257~265.


    [3] 李靖, 周欣华.党进谦.黄土边坡稳定性图解法
    [J].岩土工程学报, 1998, 20 (4): 40~43.
    Li Jing,Zhou Xinhua,Dang Jinqian.Graphic method for the stability of loess slopes.Chinese Journal of Geotechnical Engineering, 1998, 20 (4): 40~43.


    [4] 叶万军, 杨更社,郭西山,黄土边坡剥落病害的类型及其发育特征
    [J].西安科技大学学报, 2010, 30 (1): 52~57.
    Ye Wanjun,Yang Gengshe,Guo Xishan. The style of spalling hazard in loess slope and its develope charicteristics.Journal of Xi'an University of Science and Technology, 2010, 30 (1): 52~57.


    [5] 李萍, 王秉纲,李同录.自然类比法在黄土路堑边坡设计中的应用研究
    [J].公路交通科技, 2009, 36 (2): 1~5.
    Li Ping,Wang Binggang,Li Tonglu. Study on analogism used in highway cutting loess slope design.Journal of Highway and Transportation Research and Development, 2009, 36 (2): 1~5.


    [6] 许领, 戴福初, 邝国麟, 等.黄土滑坡典型工程地质问题分析
    [J].岩土工程学报, 2009, 31 (2): 288~292.
    Xu Ling,Dai Fuchu,Kuang Guolin,et al. Analysis of some special engineering-geological problems of loess landslide.Chinese Journal of Geotechnical Engineering, 2009, 31 (2): 288~292.


    [7] 何书, 王家鼎,王欢.基于信息扩散和BP网络的黄土边坡稳定性分析
    [J].西北大学学报(自然科学版), 2008, 38 (6): 983~988.
    He Shu,Wang Jiading,Wang Huan. The evaluation of loess slope stability based on combination of information diffusion theory and Bp neural met work.Journal of Northwest University(Natural Science Edition), 2008, 38 (6): 983~988.


    [8] 郑志勇. 黄土滑坡的形成机理
    [J].西安科技大学学报, 2008, 28 (4): 694~697.
    Zheng Zhiyong. Analysis on the form active mechanism of the loess landslides in Tongchuan.Journal of Xi'an University of Science and Technology, 2008, 28 (4): 694~697.


    [9] 王怡, 王志银,马兰平.管道穿越黄土陡坡斜井工程稳定性分析
    [J].岩土力学, 2008, 29 (增): 268~282.
    Wang Yi,Wang Zhiyin,Ma Lanping. Stability analysis of inclined shaft engineering in pipeline traversing loess steep slope.Rock and Soil Mechanics, 2008, 29 (supp.): 268~282.


    [10] 冯连昌, 郑晏武.中国湿陷性黄土
    [M].北京: 中国铁道出版社, 1982.
    Feng Lianchang,Zheng Yanwu. Collapsibility Loess in China.Beijing: China Railway Press, 1982.


    [11] 李亚兰. 黄土边坡坡面稳定性及其防护措施研究 .长安大学, 2005.
    Li Yalan. Surface Stability of Loess Slope and Its Protection Measures.Changan University, 2005.


    [12] 方鹏. 黄土边坡剥落病害处治技术研究 .长安大学, 2007.
    Fang Peng. Treatment Technology for Spalling Disaster in Loess Slopes.Changan University, 2007.


    [13] 王景明. 黄土构造节理的理论及其应用
    [M].北京: 中国水利水电出版社, 1996.
    Wang Jingming. Loess Tectonic Jionts Theory and Its Applications.Beijing: Water Resources and Hydropower Press, 1996.


    [14] 刘东生. 黄土与环境
    [M].北京: 科学出版社, 1985.
    Liu Dongsheng.Loess and Environment.Beijing: Science Press, 1985.


    [15] 乔平定, 李增钧.黄土地区工程地质
    [M].北京: 水利水电出版社, 1994.
    Qiao Pingding,Li Zengjun.Engineering Geology in Loess Area.Beijing: Water Resources and Hydropower Press, 1994.


    [16] 蔡文. 可拓论及其应用
    [J].科学通报, 1999, 44 (7): 673~682.
    Cai Wen.Topology engineering method and its application.Chinese Science Bulletin, 1999, 44 (7): 673~682.


    [17] 谢全敏, 夏元友.岩体边坡稳定性的可拓聚类预测方法研究
    [J].岩石力学与工程学报, 2003, 22 (3): 438~441.
    Xie Quanmin,Xia Yuanyou. Extension classification prediction method for the stability of rock-mass slopes.Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (3): 438~441.

  • 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 (4416) PDF downloads(1242) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint