旋压触探随钻摩阻表征围岩应力分布特征研究

doi:10.13722/j.cnki.jrme.2022.1192

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (2319 KB) HTML (1 KB)
输出: BibTeX | EndNote (RIS)

摘要围岩集聚应力是诱发煤岩动力灾害的根本力源，为提高钻屑法表征围岩应力的精度和效率，基于理论分析和工程测试提出了通过钻孔极限摩阻力表征围岩应力分布特征的新方法。首先推导围岩应力与钻屑量的平面应力损伤方程，根据已有数值模拟、室内试验和工程测试结果验证该方程的有效性，并分析均布围岩应力、侧压系数、杨氏模量及损伤因子对钻屑量的影响规律；其次根据钻头受力特征，建立随钻参数与钻孔极限摩阻力的关系方程；最后基于自主研发的智能钻屑法钻车开展工程测试，采用75%的实测数据(共24组)建立随钻参数与钻屑量关系模型(DP-N模型)，并表征了12120工作面机巷围岩应力分布特征，通过25%的实测数据(共8组)验证了DP-N模型的有效性。研究结果表明：(1) 钻屑量与均布围岩应力和侧压系数均呈线性正相关关系，与损伤因子呈指数函数递增关系，与杨氏模量呈幂函数递减关系；(2) 钻孔极限摩阻力与钻屑量具有分段拟合特征，分段点两侧钻屑量随钻孔极限摩阻力的变化特征相反，且与煤体损伤因子和杨氏模量动态变化有关；(3) DP-N模型的围岩应力分布特征表征结果与实测钻屑量的表征结果基本一致，平均误差率为11.4%。研究结论可为煤岩动力灾害监测预警提供有效数据支撑。

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	吕祥锋
	曹立厅
	孟令峰
	李新跃

关键词 ：岩石力学, 旋压触探, 摩阻力, 试验研究, 力学模型, 围岩应力

Abstract：The concentrated surrounding rock stress is the fundamental force source to induce coal-rock dynamic disasters. To improve the monitoring accuracy and efficiency of the drill-cutting method，a new method to characterize the surrounding rock stress distribution characterization via borehole ultimate friction resistance is proposed based on theoretical analysis and engineering test. Firstly，the plane stress damage equation of the surrounding rock stress and drill-cutting weight is deduced，and the validity of this equation is verified by existing numerical simulation，laboratory test and engineering test results. According to the plane stress damage equation，the influence of uniformly distributed surrounding rock stress，side pressure coefficient，Young?s modulus and damage factor on drill-cutting weight is analyzed. Secondly，according to the force characteristics of the drill bit，the relationship equation between the drilling parameters and borehole ultimate friction resistance is established. Finally，the engineering test was carried out through the self-developed intelligent drill-cutting system. Combined with the test results，the relationship model between the drilling parameters and drill-cutting weight is established (DP-N model)，and the DP-N model is used to characterize the surrounding rock stress distribution characteristics of 12120 working face. The results show that：(1) The drill-cutting weight shows a linear positive correlation with the uniformly distributed surrounding rock stress and side pressure coefficient，an exponential function increasing relationship with the damage factor，and a power function decreasing relationship with the Young?s modulus. (2) The borehole ultimate friction resistance and drill-cutting weight have an obvious piecewise fitting characteristic. The drill-cutting weight on both sides of the piecewise point has the opposite characteristics with the borehole ultimate friction resistance，and is related to the dynamic changes of coal damage factor and Young?s modulus. (3) The characterization results of DP-N model are basically consistent with the characterization results of the measured drill-cutting weight，and the average deviation of DP-N model is 11.4%. The research conclusions can provide data support for monitoring and early warning of coal-rock dynamic disasters.

Key words： rock mechanics rotary sounding friction resistance experimental study mechanical model surrounding rock stress

引用本文:

吕祥锋，曹立厅，孟令峰，李新跃. 旋压触探随钻摩阻表征围岩应力分布特征研究[J]. 岩石力学与工程学报, 2023, 42(10): 2385-2399.
LYU Xiangfeng，CAO Liting，MENG Lingfeng，LI Xinyue. Surrounding rock stress distribution characterization via drilling friction resistance while rotary sounding#br#. , 2023, 42(10): 2385-2399.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2022.1192 或 https://rockmech.whrsm.ac.cn/CN/Y2023/V42/I10/2385

[1]	KAN J G，WANG P. Influencing factors of disturbance effects of blasting and driving of deep mine roadway groups[J]. Shock and Vibration，2021，13(1)：1-13.
[2]	SUN Y T，LI G C，ZHANG J F，et al. Failure mechanisms of rheological coal roadway[J]. Sustainability，2020，7(12)：2 885.
[3]	姜耀东，潘一山，姜福兴，等. 我国煤炭开采中的冲击地压机理和防治[J]. 煤炭学报，2014，39(2)：205-213.(JIANG Yaodong，PAN Yishan，JIANG Fuxing，et al. State of the art review on mechanism and prevention of coal bumps in China[J]. Journal of China Coal Society，2014，39(2)：205-213.(in Chinese))
[4]	窦林名，田鑫元，曹安业，等. 我国煤矿冲击地压防治现状与难题[J]. 煤炭学报，2022，47(1)：152-171.(DOU Linming，TIAN Xinyuan，CAO Anye，et al. Present situation and problems of coal mine rock burst prevention and control in China[J]. Journal of China Coal Society，2022，47(1)：152-171.(in Chinese))
[5]	刘成禹，李红军，余世为，等. 岩体结构分析与电磁辐射监测相结合的岩爆预测技术——以乌兹别克斯坦卡姆奇克隧道为例[J]. 岩石力学与工程学报，2020，39(2)：349-358.(LIU Chengyu，LI Hongjun，YU Shiwei，et al. Rockburst prediction technology combining rock mass structure analysis and electromagnetic emission monitoring—a case study of Uzbekistan Kamchik tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(2)：349-358.(in Chinese))
[6]	曲效成，姜福兴，于正兴，等. 基于当量钻屑法的冲击地压监测预警技术研究及应用[J]. 岩石力学与工程学报，2011，30(11)：2 346-2 351.(QU Xiaocheng，JIANG Fuxing，YU Zhengxing，et al. Rockburst monitoring and predecition technology based on equivalent drilling research and its applications[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(11)：2 346-2 351.(in Chinese))
[7]	牟宏伟. 近距离煤层群开采强矿压显现机理及监测预警技术研究[博士学位论文][D]. 北京：北京科技大学，2021.(MU Hongwei. Study on the mechanism and monitoring and early warning technology of strong pressure behavior in close multi-seams mining[Ph. D. Thesis][D]. Beijing：University of Science and Technology Beijing，2021.(in Chinese))
[8]	朱丽媛，李忠华，徐连满. 钻屑扭矩法测定煤体应力与煤体强度研究[J]. 岩土工程学报，2014，36(11)：2 096-2 102.(ZHU Liyuan，LI Zhonghua，XU Lianman. Measuring stress and strength of coal by drilling cutting torque method[J]. Chinese Journal of Geotechnical Engineering，2014，36(11)：2 096-2 102.(in Chinese))
[9]	CHEN J，YUE Z Q. Ground characterization using breaking-action-based zoning analysis of rotary-percussive instrumented drilling[J]. International Journal of Rock Mechanics and Mining Sciences，2015，75：33-43.
[10]	岳中琦. 钻孔过程监测(DPM)对工程岩体质量评价方法的完善与提升[J]. 岩石力学与工程学报，2014，33(10)：1 977-1 996.(YUE Zhongqi. Drilling process monitoring for refining and upgrading rock mass quality classification method[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(10)：1 977-1 996.(in Chinese))
[11]	YASAR E，RANJITH P，VIETEI D. An experimental investigation into the drilling and physico-mechanical properties of a rock-like brittle material[J]. Journal of Petroleum Science and Engineering，2011，76(3)：185-193.
[12]	江贝，马凤林，王琦，等. 基于切削理论的数字钻探参数与岩石单轴抗压强度关系研究[J]. 中南大学学报：自然科学版，2021，52(5)：1 601-1 609.(JIANG Bei，MA Fenglin，WANG Qi，et al. Research of relationship between digital drilling parameters and rock uniaxial compressive strength based on cutting theory[J]. Journal of Central South University，2021，52(5)：1 601-1 609.(in Chinese))
[13]	KAHRAMAN S，BIKGIN N，FERIDUNOGLU C. Dominant rock properties affecting the penetration rate of percussive drills[J]. International Journal of Rock Mechanics and Mining Sciences，2003，40(5)：711-723.
[14]	MONJEZI M，KHOSHALAN H A，RAZIFARD M. A neurogenetic network for predicting uniaxial compressive strength of rocks[J]. Geotechnical and Geological Engineering，2012，30(4)：1 053-1 062.
[15]	王琦，高红科，蒋振华，等. 地下工程围岩数字钻探测试系统研发与应用[J]. 岩石力学与工程学报，2020，39(2)：301-310.(WANG Qi，GAO Hongke，JIANG Zhenhua，et al. Development and application of a surrounding rock digital drilling test system of underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(2)：301-310.(in Chinese))
[16]	徐连满，李祁，潘一山，等. 钻杆扭矩法预测冲击地压的研究[J]. 工程力学，2014，31(11)：251-256.(XU Lianman，LI Qi，PAN Yishan，et al. Study on forecasting rockburst of the drill pipe torque[J]. Engineering Mechanics，2014，31(11)：251-256.(in Chinese))
[17]	潘一山，徐连满. 钻屑温度法预测冲击地压的试验研究[J]. 岩土工程学报，2012，34(12)：2 228-2 232.(PAN Yishan，XU Lianman. Experimental investigation on temperature of drilling cuttings to predict rock burst[J]. Chinese Journal of Geotechnical Engineering，2012，34(12)：2 228-2 232.(in Chinese))
[18]	HE M M，ZHANG Z Q，REN J，et al. Deep convolutional neural network for fast determination of the rock strength parameters using drilling data[J]. International Journal of Rock Mechanics and Mining Sciences，2019，123：104084.
[19]	FENG S X，WANG Y J，ZHANG G L，et al. Estimation of optimal drilling efficiency and rock strength by using controllable drilling parameters in rotary non-percussive drilling[J]. Journal of Petroleum Science and Engineering，2020，193：107376.
[20]	WANG Q，GAO H K，JING B，et al. Relationship model for the drilling parameters from a digital drilling rig versus the rock mechanical parameters and its application[J]. Arabian Journal of Geosciences，2018，13(11)：1-10.
[21]	YANG J，QIN Q，JIANG B，et al. Study on a digital drilling test-based rock uniaxial compressive strength measurement method[J]. Arabian Journal of Geosciences，2020，4(13)：247-257.
[22]	BASARIR H，KARPUZ C. Preliminary estimation of rock mass strength using diamond bit drilling operational parameters[J]. International Journal of Mining，Reclamation and Environment，2016，2(30)：145-164.
[23]	杨瑞鹏. 首山一矿深部煤巷巷旁三场分布演化规律及应用研究[硕士学位论文][D]. 徐州：中国矿业大学，2019.(YANG Ruipeng. Study on the evolution law and application of three fields roadside of deep coal roadway in Shoushan coal mine[M. S. Thesis][D]. Xuzhou：China University of Mining and Technology，2019.(in Chinese))
[24]	王爱文，高乾书，潘一山. 煤层钻孔降倾-控变-耗能防冲机制试验研究[J]. 岩土力学，2021，42(5)：1 230-1 244.(WANG Aiwen，GAO Qianshu，PAN Yishan. Experimental study of rock burst prevention mechanism of bursting liability reduction-deformation control-energy dissipation based on drillhole in coal seam[J]. Rock and Soil Mechanics，2021，42(5)：1 230-1 244.(in Chinese))
[25]	盖德成，李东，姜福兴，等. 基于不同强度煤体的合理卸压钻孔间距研究[J]. 采矿与安全工程学报，2020，37(3)：578-585.(GAI Decheng，LI Dong，JIANG Fuxing，et al. Reasonable pressure-relief borehole spacing in coal of different strength[J]. Journal of Mining and Safety Engineering，2020，37(3)：578-585.(in Chinese))
[26]	康红普. 深部煤矿应力分布特征及巷道围岩控制技术[J]. 煤炭科学技术，2013，41(9)：12-17.(KANG Hongpu. Stress distribution characteristics and strata control technology for roadways in deep coal mines[J]. Coal Science and Technology，2013，41(9)：12-17.(in Chinese))
[27]	王卫军，董恩远，袁超. 非等压圆形巷道围岩塑性区边界方程及应用[J]. 煤炭学报，2019，44(1)：105-114.(WANG Weijun，DONG Enyuan，YUAN Chao. Boundary equation of plastic zone of circular roadway in non-axisymmetric stress and its application[J]. Journal of China Coal Society，2019，44(1)：105-114.(in Chinese))
[28]	郭晓菲，郭林峰，马念杰，等. 巷道围岩蝶形破坏理论的适用性分析[J]. 中国矿业大学学报，2020，49(4)：646-653.(GUO Xiaofei，GUO Linfeng，MA Nianjie，et al. Applicability analysis of the roadway butterfly failure theory[J]. Journal of China University of Mining and Technology，2020，49(4)：646-653.(in Chinese))
[29]	黄玉兵，王琦，高红科，等. 深部软岩硐室群破坏机制与施工过程优化[J]. 中国矿业大学学报，2021，50(1)：69-78.(HUANG Yubing，WANG Qi，GAO Hongke，et al. Failure mechanism and construction process optimization of deep soft rock chamber group[J]. Journal of China University of Mining and Technology，2021，50(1)：69-78.(in Chinese))
[30]	孟召平，侯泉林. 煤储层应力敏感性及影响因素的试验分析[J]. 煤炭学报，2012，37(3)：430-437.(MENG Shaoping，HOU Quanlin. Experimental research on stress sensitivity of coal reservoir and its influencing factors[J]. Journal of China Coal Society，2012，37(3)：430-437.(in Chinese))
[31]	ZHA E S，ZHANG Z T， ZHANG R，et al. Long-term mechanical and acoustic emission characteristics of creep in deeply buried jinping marble considering excavation disturbance[J]. International Journal of Rock Mechanics and Mining Sciences，2021，139：104603.
[32]	谢和平，赵旭清. 综放开采顶煤体的连续损伤破坏分析[J]. 中国矿业大学学报，2001，(4)：3-7.(XIE Heping，ZHAO Xuqing. Analysis of continuous damage and failure of top coal[J]. Journal of China University of Mining and Technology，2001，(4)：3-7.(in Chinese))
[33]	刘厅，赵洋，林柏泉. 双重卸压效应下煤体力学行为响应及对渗透率的影响规律[J]. 煤炭学报，2022，47(7)：2 656-2 667.(LIU Ting，ZHAO Yang，LIN Baiquan. Evolution of mechanical behavior and its influence on coal permeability during dual unloading[J]. Journal of China Coal Society，2022，47(7)：2 656-2 667.(in Chinese))
[34]	唐巨鹏，陈帅，李卫军. 考虑有效应力的钻屑量理论分析及试验研究[J]. 岩土工程学报，2018，40(1)：130-138.(TANG Jupeng，CHEN Shuai，LI Weijun. Theoretical and experimental studies on drilling cutting weight considering effective stress[J]. Chinese Journal of Geotechnical Engineering，2018，40(1)：130-138.(in Chinese))
[35]	XU D Y，HU Q T，SI H，et al. Measurement and inversion of the stress distribution in a coal and rock mass with a fault[J]. International Journal of Geomechanics，2021，11(21)：06021029.
[36]	高明仕，贺永亮，陆菜平，等. 巷道内强主动支护与弱结构卸压防冲协调机制[J]. 煤炭学报，2020，45(8)：2 749-2 759.(GAO Mingshi，HE Yongliang，LU Caiping，et al. Coordination mechanism of internal strong active support，soft structure pressure relief and anti-punching of roadway [J]. Journal of China Coal Society，2020，45(8)：2 749-2 759.(in Chinese))
[37]	左建平，陈岩，张俊文，等. 不同围压作用下煤-岩组合体破坏行为及强度特征[J]. 煤炭学报，2016，41(11)：2 706-2 713.(ZUO Jianping，CHEN Yan，ZHANG Junwen，et al. Failure behavior and strength characteristics of coal-rock combined body under different confining pressures[J]. Journal of China Coal Society，2016，41(11)：2 706-2 713.(in Chinese))