钻爆法与TBM开挖深部洞室诱发围岩应变能释放规律

doi:10.13722/j.cnki.jrme.2014.1316

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (1350 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract During the excavation of deep rock，the strain energy release of surrounding rock is one of the incentive reasons which will lead to the destruction of rock，while there is a big difference in strain energy release rules under different excavation methods. By theoretical analysis，discussed the mechanism of energy conversion and distribution of drilling and blasting method and TBM excavation，and field monitored and comparison analyzed the Jin-ping II Hydropower Station rock vibrations caused by TBM and drilling and blasting method in tunnel excavation to discuss the strain release process and characteristic. Studies show that，strain energy stored in rock mass released fleetly when drilling and blasting excavate the rock in high in-situ stress，and vibration energy induced by the strain energy is roughly equal to the vibration energy induced by blasting energy，besides，the strain energy releasing of MS1 segment is about 50% of total energy releasing； However，the strain energy of rock mass released slowly by the quasi-static method under the TBM excavation，Almost all turning into the potential energy of the surrounding rock，doesn?t cause the dynamic response. In the same conditions，the range and the rate of strain energy release caused by drilling and blasting excavation is larger than TBM excavation，which led to more high-grade rock burst，but in the condition of TBM excavation，the destruction phenomenon represented by spalling and flaking is more frequent.

Key words： energy release drilling and blasting excavation energy distribution TBM excavation vibration rock bursting

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2014.1316 OR http://www.rockmech.org/EN/Y2015/V34/I09/17

[2]	Ouchterlony Finn，Nyberg Ulf，Olsson Mats，et al. Where does the explosive energy in rock blasting rounds go[J]. Science and Technology of Energetic Materials，2004，65(2)：54-63. " target="_blank">
[4]	华安增. 地下工程周围岩体能量分析[J]. 岩石力学与工程学报， 2003，22(7)：1 054-1 059.(HUA Anzeng. Energy analysis of surrounding rocks in underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(17)：1 054-1 059.(in Chinese)) " target="_blank">
[7]	谢和平，彭瑞东，鞠杨等. 岩石破坏的能量分析初探[J]. 岩石力学与工程学报，2005，24(15)：2 603-2 608.(XIE Heping，PENG Ruidong，JU Yang，et al. On energy analysis of rock failure[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(15)：2 603-2 608. (in Chinese)) " target="_blank">
[10]	BARTON N R. TBM tunnelling in jointed and faulted rock[M]. CRC Press，2000. " target="_blank">
[12]	HAMDI E，ROMDHANE N B，du Mouza J，et al. Fragmentation energy in rock blasting[J]. Geotechnical and Geological Engineering，2008，26(2)：133-146.
[13]	赖应得. 论炸药与岩石的能量匹配[J]. 工程爆破，1995，1(2)：22-26. (LAI Yingde. Explosives and rocks on the energy matching[J]. Engineering blasting，1995，1(2)：22-26.(in Chinese)) " target="_blank">
[14]	Martti Hagfors. Effcts of cylindrical shape of charge to the results of energy measurements ofexplosives[J]. Thirty-fourth annual conference on explosives and blasting teehnique.ISEE.2008 " target="_blank">
[16]	何军，梁文基. 爆破振动信号的小波分析[J]. 岩土工程学报，1998，20(1)：47-50.(HE Jun，LIANG Wenji，Wavelet analysis of blasting vibration signal[J]. Journal of Geotechnical Engineering， 1998，20(1)：47-50.(in Chinese))
[17]	凌同华，李夕兵，基于小波变换的时能分布确定微差爆破的实际延迟时间[J]. 岩石力学与工程学报，2004，23(13)：2 260-2 270；(LING Tonghua， LI Xibing， The actual delay time based on wavelet transform can determine the distribution of millisecond[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(13)：2 260-2 270.(in Chinese)) " target="_blank">
[18]	严鹏，卢文波，等. 基于小波变换时能密度分布的爆破开挖过程中地应力瞬态卸载振动时刻识别[J]. 岩石力学与工程学报，2009，28(增1)：2 836-2 844.(YAN Peng，LU Wenbo，et al. On unload the stress transient vibration time recognition[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(Supp.1)：2 836-2 844.(in Chinese)) " target="_blank">
[21]	J Miklowitz，Plane-Stress Unloading Waves Emanating From a Suddenly Punched Hole in a Stretched Elastic Plate[J]， Jounal of Applied Mechanics 27 (1960)，165-171. " target="_blank">
[5]	何满潮，苗金丽，李德建，等. 深部花岗岩试样岩爆过程实验研究[J]. 岩石力学与工程学报， 2007，26(5)：865-876.(HE Manchao，MIAO Jianli，LI Dejian et al. Experimental study of a sample of deep granite rock burst process[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：865-876.(in Chinese))
[9]	谢和平，鞠杨，黎立云. 基于能量耗散与释放原理的岩石强度与整体破坏准则[J]. 岩石力学与工程学报，2005，24(17)：3 003-3 010. (Xie Heping，Ju Yang，Li Liyun. Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles [J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(17)：3 003-3 010.(in Chinese)) " target="_blank">
[11]	中国岩石力学与工程学会，等. 第三届全国岩石动力学学术会议论文选集[A]. 郭子庭，等. 岩石爆破破碎的能量分析[C]. 武汉：武汉测绘技术大学出版社，1992，185-192.(Chinese Society of Rock Mechanics and Engineering，etc. Third National Conference Selected Papers of rock dynamics [A]. GUO ziting，el. Rock blasting energy analysis[C] Wuhan：Wuhan Technical University of Surveying and Mapping Press，1992，185-192.(in Chinese)) " target="_blank">
[15]	范勇，卢文波，严鹏，等. 地下洞室开挖过程围岩应变能调整力学机制[J]. 岩土力学，2013，34(12).(FAN Yong，LU Wenbo，YAN Peng，et al. Mechanism of the adjustment of strain energy of surrounding rockmass during excavation of underground caverns and tunnels[J]. Rock and Soil Mechanics，2013，34(12).(in Chinese)) " target="_blank">
[19]	LU W B，YANG J H，YAN P，et al. Dynamic response ofrock mass induced by the transient release in-situstress[J]. International Journal of Rock Mechanics and Mining Sciences，2012，53(7)：129-141. " target="_blank">
[20]	SHAN Zhigang，YAN Peng. Management of rock bursts during excavation of the deep tunnels in Jinping II Hydropower Station. Bulletin of Engineering Geology and the Environment，2010，69：353-363. " target="_blank">
[22]	严鹏，卢文波，陈明，等. 爆破开挖过程中初始地应力场对围岩振动的影响研究[J]. 岩石力学与工程学报，2008，27(5)：1 036-1 045. (YAN Peng，LU Wenbo，CHEN Ming，et al. Study on the impaction of initial geostress field on vibration of surrounding rock during excavation with drilling nad blasting method[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(5)：1 036-1 045.(in Chinese)) " target="_blank">
[1]	何满潮，谢和平，彭苏萍等.深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803-2 813.(HE Manchao，XIE Heping，PENG Suping，et al. Study on rock mechanics in deep mining engineering [J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803-2 813.(in Chinese)) " target="_blank">
[3]	郭子庭，吴从师. 炸药与岩石的全过程匹配[J]. 矿冶工程，1993，13(3)：12-15(GUO Ziting，WU Congshi. The whole process matching of explosives and rock[J]. Mining and Metallurgical Engineering，1993，13(3)：12-15.(in Chinese)) " target="_blank">
[6]	谢和平，彭瑞东，鞠杨. 岩石变形破坏过程中的能量耗散[J]. 岩石力学与工程学报，2004，23(21)：3 565-3 570.(XIE Heping，PENG Ruidong JU Yang. Energy dissipation of rock deformation and fracture[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(21)：3 565-3 570.(in Chinese)) " target="_blank">
[8]	黎立云，谢和平，鞠杨，等. 岩石可释放应变能及耗散能的实验研究[J]. 工程力学，2011，28(3)：35-40.(LI Liyuan，XIE Heping，JU Yang，et al. Rock strain energy can be released and experimental research capacity[J]. Engineering mechanics，2011，28(3)：35-40.(in Chinese))