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 34 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XU Jian-guo, WANG Fu-ming, ZHONG Yan-hui, WANG Bo, LI Xiao-long, SUN Ning. Stress analysis of polymer diaphragm wall for earth-rock dams under static and dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1699-1704.
Citation: XU Jian-guo, WANG Fu-ming, ZHONG Yan-hui, WANG Bo, LI Xiao-long, SUN Ning. Stress analysis of polymer diaphragm wall for earth-rock dams under static and dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1699-1704.
shu

Stress analysis of polymer diaphragm wall for earth-rock dams under static and dynamic loads

  • School of Environment and Hydraulic Engineering, Zhengzhou University, Zhengzhou 450000, China

More Information
  • Received Date: May 11, 2011
  • Published Date: October 09, 2012
    Graphical Abstract
    • Abstract
  • Compared with plastic concrete and normal concrete, the polymer diaphragm wall has the characteristics of light weight, early strength, environmental conservation and durability. During its construction, it has speedy, economic, and practical characteristics and few influences on the dam. The polymer diaphragm wall has been successfully used in earth-rock dams. But at present the static and dynamic characteristics of earth-rock dams are seldom studied. The Duncan-Chang E-B nonlinear model is used and the contact element is set up between the diaphragm wall and the dam for the FEM model. A comparison of stresses on the diaphragm wall among polymer, plastic concrete and normal concrete under static and seismic loads shows that the stress on the polymer diaphragm wall is the least and it is not easy to be failed. The polymer diaphragm wall for earth-rock dams has preferable security.
    • FullText(HTML)
    • References (14)
  • [1]
    杨启贵. 我国病险水库加固技术现状及展望[J]. 人民长江, 2011, 42(12): 6–11. (YANG Qi-gui. Prospect and status of reinforcement technology of dangerous reservoir in China[J]. Yangtze River, 2011, 42(12): 6–11. (in Chinese))
    [2]
    黄荣卫. 低弹模混凝土防渗墙在土石坝工程中的应用[J]. 大坝与安全, 2006(3): 50–53. (HUANG Rong-wei. Application of low elastic modulus concrete anti-seepage wall in embankment dams[J]. Dam & Safety, 2006(3): 50–53. (in Chinese))
    [3]
    ALEX N. Irreversible changes in the grouting industry caused by polyurethane grouting: an overview of 30 years of polyurethane grouting[C]// Proceedings of 3nd International Specialty Conference on Grouting and Ground Treatment, New Orleans, USD: ASCE, 2003.
    [4]
    王复明, 张 蓓, 石明生, 等. 堤坝除险加固高聚物注浆技术及装备[R]. 郑州: 河南省重大公益性科技项目研究报告, 2009. (WANG Fu-ming, ZHANG Bei, SHI Ming-sheng, et al. Research on polymer grouting technology and equipment for embankment reinforcement[R]. Zhengzhou: Research Report of Significant Public Project of Henan Province, 2009. (in Chinese))
    [5]
    郭成超, 王复明, 钟燕辉. 水泥混凝土路面脱空高聚物注浆技术研究[J]. 公路, 2008(10): 232–236. (GUO Cheng-chao, WANG Fu-ming, ZHONG Yan-hui. Research on polymer grouting technology for cement concrete pavement void[J]. Highway, 2008(10): 232–236. (in Chinese))
    [6]
    刘志远. 高聚物注浆材料工程特性的试验研究[D]. 郑州: 郑州大学, 2007. (LIU Zhi-yuan. Experimental investigation on engineering properties of polymer grouting material[D]. Zhengzhou: Zhengzhou University, 2007. (in Chinese))
    [7]
    刘 勇. 聚氨酯高聚物材料及其混凝土常用性能试验研究[D]. 郑州: 郑州大学, 2009. (LIU Yong. Experimental properties investigation of polyurethane polymer and concrete[D]. Zhengzhou: Zhengzhou University, 2009. (in Chinese))
    [8]
    李九红, 徐建光, 等. 混凝土大坝裂缝灌浆处理效果研究[J]. 水力发电学报, 2007, 26(3): 63–68. (LI Jiu-hong, XU Jian-guang, et al. Research on crack grouting in concrete dams[J]. Journal of Hydroelectric Engineering, 2007, 26(3): 63–68. (in Chinese))
    [9]
    葛家良. 化学灌浆技术的发展与展望[J]. 岩石力学与工程学报, 2006, 25(增刊2): 3384–3392. (GE Jia-liang. Development and prospect of chemical grouting techniques[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S2): 3384–3392. (in Chinese))
    [10]
    AHMET V, SULEYMAN D. Grouting applications in the Istanbul metro, Turkey[J]. Tunneling and Underground Space Technology, 2006, 21: 602–612.
    [11]
    马晓华, 梁国钱. 土石坝低弹性模量混凝土防渗墙应力变形数值分析[J]. 水利发电, 2011, 37(4): 51–54. (MA Xiao-hua, LIANG Guo-qian. Numerical analysis on stress and deformation of the earth-rock dam cutoff wall using low elastic modulus concrete[J]. Water Power, 2011, 37(4): 51–54. (in Chinese))
    [12]
    DUNCAN J, CHANG C. Non-linear analysis of stresses and strains in soil[J]. Journal of Soil Mechanics and Foundation Division, American Society of Civil Engineering, 1970, 96(6): 1629–1653.
    [13]
    彭成山, 张学菊. 土坝防渗墙设置摩擦单元对墙体应力变形的影响[J].华北水利水电学院学报, 2007, 28(4): 11–14. (PENG Cheng-shan, ZHANG Xue-ju. Effect of friction elements on stress deformation of concrete diaphragm wall of earth-rock dam[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2007, 28(4): 11–14. (in Chinese))
    [14]
    杨令强, 武甲庆, 秦 冰. 土石坝混凝土防渗墙的非线性分析[J]. 岩土力学, 2007, 28(增刊): 277–280. (YANG Ling-qiang, WU Jia-qing, QIN Bing. The nonlinear analysis of diaphragm wall in earth dam[J]. Rock and Soil Mechanics, 2007, 28(S0): 277–280. (in Chinese))
    • Related Articles

  • Related Articles

    [1]ZHENG Qiteng, WU Shaojie, FENG Shijin, CHEN Hongxin, ZHAO Yong. A comprehensive evaluation method for landfill stabilization under aeration and its application[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 890-897. DOI: 10.11779/CJGE20230025
    [2]LÜ Qing-feng, BU Si-min, WANG Sheng-xin, JIA Meng-xue. Application of comprehensive geophysical prospecting method in stability evaluation of landslide[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 142-147. DOI: 10.11779/CJGE2015S1028
    [3]ZHU Shu-yun, CAO Ding-tao, YUE Zun-cai, JIANG Zhen-quan, ZHAO Lian-tao, YU Xu-lei. Comprehensive measurement of characteristics of deformation and failure of extra-thick coal seam floor induced by fully mechanized top-coal mining[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1931-1938.
    [4]Comprehensive geological prediction based on risk evaluation during tunneling in karst area[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
    [5]ZHOU Qicai, FENG Shuangchang, LI Jun, HE Ziqiang. Frontal geological detection technique and implementation system in shield machine construction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 777-780.
    [6]AN Guanfeng, GAO Junyue. Comprehensive analysis of deep foundation pits for underground space in Guangzhou[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 872-879.
    [7]LI Zongkun, JIANG Jingshan, WANG Guangyin. Comprehensive assessment of observed behavior of earth-rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 255-259.
    [8]ZHENG Mingxin, YIN Zongze, WU Jimin, DU Yufei, LUAN Yu. Post-fuzzy comprehensive evaluation of effectiveness of landslide control[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1224-1229.
    [9]WANG Yuqing, XIN Hongbo, GAO Yanping, ZHOU Genshou. Study on comprehensive index method for predicting earthquake-induced landslides[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 311-314.
    [10]Cheng Kang, Zhu Ruigeng, Zhu Wen hua. Design principle and Method of Comprehensive Control of Chamber Blast in Quarry for Rockfill Dam[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(5): 73-78.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1215) PDF downloads (641) Cited by()
    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