Citation: | YU Tao, FANG Yong, YAO Zhi-gang, PU Song, YE Lai-bin, ZHAO Guang-ming. Bearing effect of prestressed bolt-anchored structures and mechanical analysis of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1069-1077. DOI: 10.11779/CJGE202206011 |
[1] |
FREEMAN T J. The behaviour of fully-bonded rock bolts in the Kielder experimental tunnel[J]. Tunnels and Tunnelling, 1978, 10(5): 37–40.
|
[2] |
CHEN Y. Experimental study and stress analysis of rock bolt anchorage performance[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(5): 428–437. doi: 10.1016/j.jrmge.2014.06.002
|
[3] |
赵东平, 王卢伟, 喻渝, 等. 隧道系统锚杆研究现状与发展方向[J]. 土木工程学报, 2020, 53(8): 116–128. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202008013.htm
ZHAO Dong-ping, WANG Lu-wei, YU Yu, et al. Research status and development direction of tunnel system bolt[J]. China Civil Engineering Journal, 2020, 53(8): 116–128. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202008013.htm
|
[4] |
LUNARDI P. Fibre-glass tubes to stabilise the face of tunnels in difficult cohesive soils[J]. Mater Eng, 1995, 6: 107–165.
|
[5] |
姚强岭, 王伟男, 孟国胜, 等. 树脂锚杆不同锚固长度锚固段受力特征试验研究[J]. 采矿与安全工程学报, 2019, 36(4): 643–649. https://www.cnki.com.cn/Article/CJFDTOTAL-KSYL201904001.htm
YAO Qiang-ling, WANG Wei-nan, MENG Guo-sheng, et al. Experimental study on mechanical characteristics of resin bolt anchoring section with different anchorage lengths[J]. Journal of Mining & Safety Engineering, 2019, 36(4): 643–649. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KSYL201904001.htm
|
[6] |
刘建庄, 张农, 韩昌良. 弹性拉拔中锚杆轴力和剪力分布力学计算[J]. 中国矿业大学学报, 2012, 41(3): 344–348. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGKD201203003.htm
LIU Jian-zhuang, ZHANG Nong, HAN Chang-liang. Elastic stress distributions: axial and shear stress distributions in an anchor bolt during a pullout test[J]. Journal of China University of Mining & Technology, 2012, 41(3): 344–348. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGKD201203003.htm
|
[7] |
郭震山, 郑俊杰, 崔岚, 等. 聚酯锚杆与传统锚杆的力学性能及支护效果比较分析[J]. 岩土工程学报, 2015, 37(增刊1): 202–206. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2015S1039.htm
GUO Zhen-shan, ZHENG Jun-jie, CUI Lan, et al. Comparative analysis of mechanical properties and support effects of polyester bolt and traditional steel bolt[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S1): 202–206. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2015S1039.htm
|
[8] |
吴学震, 王刚, 蒋宇静, 等. 拉压耦合大变形锚杆作用机理及其试验研究[J]. 岩土工程学报, 2015, 37(1): 139–147. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201501020.htm
WU Xue-zhen, WANG Gang, JIANG Yu-jing, et al. Mechanism of CTC-yield bolts and its experimental research[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 139–147. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201501020.htm
|
[9] |
姚显春, 李宁, 陈蕴生. 隧洞中全长黏结式锚杆的受力分析[J]. 岩石力学与工程学报, 2005, 24(13): 2272–2276. doi: 10.3321/j.issn:1000-6915.2005.13.012
YAO Xian-chun, LI Ning, CHEN Yun-sheng. Theoretical solution for shear stresses on interface of fully grouted bolt in tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13): 2272–2276. (in Chinese) doi: 10.3321/j.issn:1000-6915.2005.13.012
|
[10] |
方勇, 何川. 全长黏结式锚杆与隧道围岩相互作用研究[J]. 工程力学, 2007, 24(6): 111–116. doi: 10.3969/j.issn.1000-4750.2007.06.019
FANG Yong, HE Chuan. Study on the interaction of whole bonded rock bolt and tunnel surrounding rock[J]. Engineering Mechanics, 2007, 24(6): 111–116. (in Chinese) doi: 10.3969/j.issn.1000-4750.2007.06.019
|
[11] |
CAI Y, ESAKI T, JIANG Y J. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling[J]. Tunnelling and Underground Space Technology, 2004, 19(6): 607–618. doi: 10.1016/j.tust.2004.02.129
|
[12] |
徐金海, 石炳华, 王云海. 锚固体强度与组合拱承载能力的研究与应用[J]. 中国矿业大学学报, 1999, 28(5): 482–485. doi: 10.3321/j.issn:1000-1964.1999.05.018
XU Jin-hai, SHI Bing-hua, WANG Yun-hai. Research on strength of reinforced unit and bearing capability of broken rock arch and its application[J]. Journal of China University of Mining & Technology, 1999, 28(5): 482–485. (in Chinese) doi: 10.3321/j.issn:1000-1964.1999.05.018
|
[13] |
余伟健, 高谦, 朱川曲. 深部软弱围岩叠加拱承载体强度理论及应用研究[J]. 岩石力学与工程学报, 2010, 29(10): 2134–2142. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201010026.htm
YU Wei-jian, GAO Qian, ZHU Chuan-qu. Study of strength theory and application of overlap arch bearing body for deep soft surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(10): 2134–2142. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201010026.htm
|
[14] |
文竞舟, 杨春雷, 粟海涛, 等. 软弱破碎围岩隧道锚喷钢架联合支护的复合拱理论及应用研究[J]. 土木工程学报, 2015, 48(5): 115–122. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201505017.htm
WEN Jing-zhou, YANG Chun-lei, SU Hai-tao, et al. Theoretical analysis and application of composite arch for bolt-shotcrete steel frame supported tunnel in weak and fractured rock mass[J]. China Civil Engineering Journal, 2015, 48(5): 115–122. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201505017.htm
|
[15] |
ANAGNOSTOU G. The contribution of horizontal arching to tunnel face stability[J]. Geotechnik, 2012, 35(1): 34–44. doi: 10.1002/gete.201100024
|
[16] |
ANAGNOSTOU G, SERAFEIMIDIS K. The dimensioning of tunnel face reinforcement[C]//Proceedings of ITA World Tunnel Congress 2007"Underground space – The 4th Dimension of Metropolises". 2007. Prague.
|
[17] |
ANAGNOSTOU G, PERAZZELLI P. Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils[J]. Tunnelling and Underground Space Technology, 2015, 47: 162–181. doi: 10.1016/j.tust.2014.10.007
|
[18] |
WINDSOR C R. Rock reinforcement systems[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(6): 919–951. doi: 10.1016/S1365-1609(97)80004-4
|
[19] |
吴学震, 蒋宇静, 王刚, 等. 大变形锚杆支护效应分析[J]. 岩土工程学报, 2016, 38(2): 245–252. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201602010.htm
WU Xue-zhen, JIANG Yu-jing, WANG Gang, et al. Reinforcement effect of yielding bolts[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 245–252. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201602010.htm
|
[20] |
BOBET A, EINSTEIN H H. Tunnel reinforcement with rockbolts[J]. Tunnelling and Underground Space Technology, 2011, 26(1): 100–123.
|
[21] |
INDRARATNA B, KAISER P K. Analytical model for the design of grouted rock bolts[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1990, 14(4): 227–251.
|
[22] |
张益东. 锚固复合承载体承载特性研究及在巷道锚杆支护设计中的应用[D]. 徐州: 中国矿业大学, 2013.
ZHANG Yi-dong. Study on Bearing Characteristic of Composite Bolt-Rock Bearing Structure and Its Application in Roadway Bolting Design[D]. Xuzhou: China University of Mining and Technology, 2013. (in Chinese)
|
[23] |
PARK K H, KIM Y J. Analytical solution for a circular opening in an elastic-brittle-plastic rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2006, 43(4): 616–622.
|
[24] |
HOEK E, BROWN E T. Practical estimates of rock mass strength[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(8): 1165–1186.
|