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Volume 34 Issue 8
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LIU Chuan-xiao, WANG Long, LIU Zhi-hao, HUANG Dong-chen, ZHANG Xiu-li. Time effects of flexible inverted arch with composite structures to control stability of chamber adjoining with soft rock masses[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1464-1468.
Citation: LIU Chuan-xiao, WANG Long, LIU Zhi-hao, HUANG Dong-chen, ZHANG Xiu-li. Time effects of flexible inverted arch with composite structures to control stability of chamber adjoining with soft rock masses[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1464-1468.
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Time effects of flexible inverted arch with composite structures to control stability of chamber adjoining with soft rock masses

  • (1. College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China)

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  • Received Date: July 06, 2011
  • Published Date: August 19, 2012
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    • Abstract
  • It is important to determine the stability of underground projects which are driven in soft rock masses or buried in deep site. Restraining the floor heave of the chamber adjoining with soft rock masses is an effective approach to control its stability and ensure its service period. The flexible inverted arch with composite structures is designed mainly to reduce the floor heave, and its operating mechanism is also studied. The time effects of the flexible inverted arch with composite structures to control the floor heave of the chamber adjoining soft rock masses will include the initial stage with negative floor heave, flexible support stage to absorb deformation energy, and rigid support stage to prolong its service period. The flexible support effect has steadily ensured a longer service period of the chamber. The practices indicate that the time effects of negative floor heave under test conditions last a period of 63 days, the controlling period of flexible structure to the floor heave may be up to 158 days, and the service period of 140 days of the testing roadway is prolonged by the rigid structure of inverted arch to restrain the floor heave. Therefore, the testing roadway may dispense with rebuilding work in one year, particularly in the floor heave. Although the flexible inverted arch with composite structures has distinct effects to control the floor heave, the overall stability of the chamber can not simply depend on the only factor. The relatively weak boundary part of the supporting system will become the main cause of the destruction of the chamber adjoining soft rock masses.
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    • References (11)
  • [1]
    王卫军, 冯 涛. 加固两帮控制深井巷道底鼓的机理研究[J]. 岩石力学与工程学报, 2005, 24(5): 808–811. (WANG Wei-jun, FENG Tao. Study on mechanism of reinforcing sides to control floor heave of extraction opening[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5): 808–811. (in Chinese))
    [2]
    康红普, 陆士良. 巷道底鼓机理的分析[J]. 岩石力学与工程学报, 1991, 10(4): 362–373. (KANG Hong-pu, LU Shi-liang. An analysis on the mechanism of roadway floor heave[J]. Chinese Journal of Rock Mechanics and Engineering, 1991, 10(4): 362–373. (in Chinese))
    [3]
    赵 权. 巷道底鼓机理及防治措施[J]. 煤炭技术, 2007, 26(8): 49–51. (ZHAO Quan. Mechanism of tunnel bottom swelling and measures of prevention and cure[J]. Coal Technology, 2007, 26(8): 49–51. (in Chinese))
    [4]
    曹玉亮. 软岩隧道围岩稳定性分析与支护研究[D]. 西安:煤炭科学研究总院, 2007. (CAO Yu-liang. Analysis of surrounding rock stability of soft rock tunnel and study on its supports[D]. Xi'an: China Coal Research Institute, 2007. (in Chinese))
    [5]
    黄 胜, 刘 巍, 于 驰. 浅谈巷道底鼓的防治措施[J]. 矿业工程, 2006, 4(5): 27–29. (HUANG Sheng, LIU Wei, YU Chi. Precautions against swell-up of tunnel bottom plate[J]. Mining Engineering, 2006, 4(5): 27–29. (in Chinese))
    [6]
    王其胜, 李夕兵, 李地元. 深部开采流变性软岩巷道底鼓原因与防治[J]. 金属矿山, 2008(1): 47–49, 150. (WANG Qi-sheng, LI Xi-bing, LI Di-yuan. Causes and control of floor heave in rheological weak rock roadway at depth[J]. Metal Mine, 2008(1): 47–49, 150. (in Chinese))
    [7]
    赵晓举. 平煤集团各矿井巷道底鼓防治技术[J]. 煤炭科技, 2008, 34(7): 48–50. (ZHAO Xiao-ju. Pingdingshan coal group: preventive and control technology against roadway floor heave in its coal mines[J]. China Coal, 2008, 34(7): 48–50. (in Chinese))
    [8]
    杨新兴. 长锚杆及反底拱在维修加固软岩硐室中的应用[J]. 河北煤炭, 2002(1): 36–37. (YANG Xin-xing. Application of long-bolt and back inverted arch in maintenance and reinforcement of free stone chamber[J]. Hebei Coal, 2002(1): 36–37. (in Chinese))
    [9]
    任建民. 锚注技术在处理大断面硐室底臌中的应用[J]. 煤炭技术, 2009, 28(6): 125–126. (REN Jian-min. Application of bolting and shotcreting technology to dealing with floor heave[J]. Coal Technology, 2009, 28(6): 125–126. (in Chinese))
    [10]
    张美政. 复合结构柔性反底拱应用于软岩峒室稳定性控制研究[D]. 泰安: 山东农业大学, 2010. (ZHANG Mei-zheng. Study on composite structure for flexible inverted arch support to stability of tunnel adjoining with soft rock mass[D]. Taian: Shandong Agricultural University, 2010. (in Chinese))
    [11]
    NARAYAMAN R, PALANJING A S. Factors influencing the strength of steel fiber reinforced concrete[J]. Developments of Fiber Reinforced Cement and Concrete, 1986(2): 1–8.
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