Volume 39 Issue 5
May  2019
Turn off MathJax
Article Contents
XU Gancheng, YUAN Weize, GU Jincai, ZHANG Xiangyang. Anti-detonation property of reinforcement rock[J]. Explosion And Shock Waves, 2019, 39(5): 052203. doi: 10.11883/bzycj-2018-0203
Citation: XU Gancheng, YUAN Weize, GU Jincai, ZHANG Xiangyang. Anti-detonation property of reinforcement rock[J]. Explosion And Shock Waves, 2019, 39(5): 052203. doi: 10.11883/bzycj-2018-0203

Anti-detonation property of reinforcement rock

doi: 10.11883/bzycj-2018-0203
  • Received Date: 2018-06-10
  • Rev Recd Date: 2018-07-19
  • Available Online: 2019-07-25
  • Publish Date: 2019-05-01
  • To improve the anti-detonation property of surrounding rock, the surrounding rock reninforced by crossing cable method was proposed, and the effects of the method were analyzed by anology experiments and numerical simulation. The d pressure and strain distributions under detonation, explosion cavity dimensions and reinforcing cable parameters on strengthening effects were investigated. The results indicate that the detonation pressure peak value near the detonation center, radial strain peak value and circumferential strain peak value are all negative exponential decay with the proportional distance, no matter the rock is strengthened or not. Under the focus point explosion, the pressure and peak strain rapidly decrease with the distance apart from the detonation point. Under the concentrated charging case, the explosion cavity displays as a vase with the thin head part and fat bottom part. The explosion cavity of the magmatic body without strengthening is comparatively large. The influences of reinforced crossing cable angle on medium compression radius is limited. With the increase of the density of the reinforced crossing cable, the peak value of the compression wave in the strengthened medium decreases about 20%-35% and the destruction radius decreases about 30%. The results of this paper can provide references to the underground protective engineering design and enclosing rock strengthening.
  • loading
  • [1]
    ANDERS A. Laboratory testing of a new type of energy absorbing rock bolt [J]. Tunnelling and Underground Space Technology, 2005, 20(4): 291–300. DOI: 10.1016/j.tust.2004.12.001.
    [2]
    TANNANT D D, BRUMMER R K. Rock bolt behavior under dynamic loading field tests and modeling [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1995, 32(6): 537–550. DOI: 10.1016/0148-9062(95)00024-B.
    [3]
    方从严, 卓家寿. 锚杆加固机制的试验研究现状 [J]. 河海大学学报: 自然科学版, 2005, 33(6): 696–700. DOI: 10.3321/j.issn:1000-1980.2005.06.021.

    FANG Congyan, ZHUO Jiashou. Experimental study actuality of rock bolts reinforcement mechanism [J]. Journal of Hohai University: Natural Science, 2005, 33(6): 696–700. DOI: 10.3321/j.issn:1000-1980.2005.06.021.
    [4]
    ORTLEPP W D, STACEY T R. Performance of tunnel support under large deformation static and dynamic loading [J]. Tunnelling and Underground Space Technology, 1998, 13(1): 15–21. DOI: 10.1016/S0886-7798(98)00022-4.
    [5]
    杨自友, 顾金才, 陈安敏, 等. 爆炸波作用下锚杆间距对围岩加固效果影响的模型试验研究 [J]. 岩石力学与工程学报, 2008, 27(4): 757–764. DOI: 10.3321/j.issn:1000-6915.2008.04.015.

    YANG Ziyong, GU Jincai, CHEN Anmin, et al. Model experiment study on influences of reinforcement on intervals of rock bolts in surrounding rock under explosive waves [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(4): 757–764. DOI: 10.3321/j.issn:1000-6915.2008.04.015.
    [6]
    陈剑杰, 孙钧, 林俊德, 等. 强爆炸应力波作用下岩石地下洞室的破坏现象学 [J]. 解放军理工大学学报, 2007, 8(6): 582–588. DOI: 10.3969/j.issn.1009-3443.2007.06.005.

    CHEN Jianjie, SUN Jun, LIN Junde, et al. Failure of rock openings under intensive explosion stress wave [J]. Journal of PLA University of Science and Technology, 2007, 8(6): 582–588. DOI: 10.3969/j.issn.1009-3443.2007.06.005.
    [7]
    杨苏杭, 梁斌, 顾金才, 等. 锚固洞室抗爆模型试验锚索预应力变化特性研究 [J]. 岩石力学与工程学报, 2006, 25(增2): 3749–3756. DOI: 10.3321/j.issn:1000-6915.2006.z2.065.

    YANG Suhang, LIANG Bin, GU Jincai, et al. Research on characteristics of prestress change of anchorage cable in anti-explosion model test of anchored cavern [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(s2): 3749–3756. DOI: 10.3321/j.issn:1000-6915.2006.z2.065.
    [8]
    王光勇, 顾金才, 陈安敏, 等. 顶爆作用下锚杆破坏形式及破坏机制模型试验研究 [J]. 岩石力学与工程学报, 2012, 31(1): 27–31. DOI: 10.3969/j.issn.000-6915.2012.01.004.

    WANG Guangyong, GU Jincai, CHEN Anmin, et al. Model test research on failure forms and failure mechanism of anchor bolts under top explosion [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(1): 27–31. DOI: 10.3969/j.issn.000-6915.2012.01.004.
    [9]
    徐景茂, 顾金才, 陈安敏, 等. 拱脚局部加长锚杆锚固洞室抗爆模型试验研究 [J]. 岩石力学与工程学报, 2012, 31(11): 2182–2186. DOI: 10.3969/j.issn.1000-6915.2012.11.005.

    XU Jingmao, GU Jincai, CHEN Anmin, et al. Model test study of anti-explosion capacity of anchored tunnel with local lengthening anchors in arch springing [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2182–2186. DOI: 10.3969/j.issn.1000-6915.2012.11.005.
    [10]
    徐干成, 顾金才, 袁伟泽, 等. 洞室围岩交叉锚固结构抗爆性能模型试验研究 [J]. 地下空间与工程学报, 2014, 10(5): 1078–1085.

    XU Gancheng, GU Jincai, YUAN Weize, et al. Model test study on explosive resistance of intercross bolted rock mass structure in underground space [J]. Chinese Journal of underground space and Engineering, 2014, 10(5): 1078–1085.
    [11]
    徐干成, 顾金才, 张向阳, 等. 地下洞库围岩外加固抗炸弹侵彻性能研究 [J]. 岩石力学与工程学报, 2012, 31(10): 2064–2070. DOI: 10.3969/j.issn.1000-6915.2012.10.011.

    XU Gancheng, GU Jincai, ZHANG Xiangyang, et al. Penetration resistivity research on anchored cavern surface rock [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(10): 2064–2070. DOI: 10.3969/j.issn.1000-6915.2012.10.011.
    [12]
    徐干成, 袁伟泽, 顾金才, 等. 地下洞库围岩外加固抗炸弹爆炸性能研究 [J]. 岩石力学与工程学报, 2015, 34(9): 1767–1776. DOI: 10.13722/j.cnki.jrme.2014.1676.

    XU Gancheng, YUAN Weize, GU Jincai, et al. Explosive resistivity research on anchored cavern surface rock [J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(9): 1767–1776. DOI: 10.13722/j.cnki.jrme.2014.1676.
    [13]
    徐干成, 袁伟泽, 顾金才, 等. 围岩外加固抗爆炸成坑试验研究 [J]. 岩石力学与工程学报, 2017, 36(10): 2441–2448. DOI: 10.13722/j.cnki.jrme.2016.1646.

    XU Gancheng, YUAN Weize, GU Jincai, et al. Modeling test on explosion cavity to study anchored surface rock around cavern [J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(10): 2441–2448. DOI: 10.13722/j.cnki.jrme.2016.1646.
  • 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

    Figures(13)  / Tables(4)

    Article Metrics

    Article views (5281) PDF downloads(60) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return