含水裂纹在爆破扰动下的断裂机制Fracture mechanism of water cracks under blasting disturbance
王聪聪;韩雪靖;黄慎;张永勤;
WANG Cong-cong;HAN Xue-jing;HUANG Shen;ZHANG Yong-qin;Institute for Explosive Technology,Fuzhou University;Zijin Mining Collage,Fuzhou University;Lanzhou Petrochemical Polytechnic;
摘要(Abstract):
为探究地应力影响下含水裂纹在爆破扰动下的断裂机制,运用断裂力学原理建立了爆破扰动下深部岩体含水裂纹扩展的力学模型,通过定义等效爆破扰动荷载推导出了岩体动静耦合强度因子的计算表达式;同时,通过对拉剪型和压剪型裂纹断裂的分析,了解到爆破扰动、水压力、地应力、裂纹倾角等因素对裂纹断裂的影响方式,获得了裂纹断裂的广义断裂准则,并进行实例运算,结果表明:在拉剪型断裂中,地应力对其相同方向裂纹的断裂起促进作用;在压剪型断裂中,不同侧应力系数下裂纹最易发生断裂的角度与岩体的内摩擦系数有关;爆破扰动荷载相当于增大了裂纹水的压力。
In order to investigate the fracture mechanism of water-bearing cracks under blasting disturbance under the influence of geostress,the mechanical model of water-bearing crack propagation in deep rock mass under blasting disturbance is established by using the theory of fracture mechanics,and the expression of the dynamic and static coupling strength factor of rock mass is deduced by defining the equivalent blasting disturbance.At the same time,the influence of blasting disturbance,water pressure,ground stress and crack angle on crack fracture is studied by analyzing the fracture of shear and shear fracture,and the generalized fracture criterion of crack fracture is obtained.The results of the example show that in the tensile shear fracture,the geostress plays a positive role in accelerating cracks at the same direction.In the compressive shear fracture,the angle of the crack under different stress coefficients is related to the internal friction coefficient of the rock mass.Additionally,the blasting disturbance is equivalent to increasing the pressure of crack water.
关键词(KeyWords):
动静耦合;应力强度因子;等效爆破扰动荷载;广义断裂准则
dynamic and static coupling;stress intensity factor;equivalent blasting disturbance load;generalized fracture criterion
基金项目(Foundation): 国家自然科学基金资助项目(41072232)
作者(Authors):
王聪聪;韩雪靖;黄慎;张永勤;
WANG Cong-cong;HAN Xue-jing;HUANG Shen;ZHANG Yong-qin;Institute for Explosive Technology,Fuzhou University;Zijin Mining Collage,Fuzhou University;Lanzhou Petrochemical Polytechnic;
参考文献(References):
- [1]BOHLOLI B,PATER C J D.Experimental study on hydraulic fracturing of soft rocks:Influence of fluidrheology and confining stress[J].Journal of Petroleum Science&Engineering,2006,53(1):1-12.
- [2]黄润秋,王贤能,陈龙生.深埋隧道涌水过程的水力劈裂作用分析[J].岩石力学与工程学报,2000,19(5):573-576.HUANG R Q,WANG X N,CHEN L S.Hydrosplitting off analysis on underground water in deep-lying tunnel and its effect on water gushingout[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(5):573-576.
- [3]赵延林,曹平,文有道,等.渗透压作用下压剪岩石裂纹损伤断裂机制[J].中南大学学报(自然科学版),2008,39(4):838-844.ZHAO Y L,CAO P,WEN Y D,et al.Damage fracture failure mechanism of compressive-shear rock cracks under seepagepressure[J].J.Cent.South Univ.(Science and Technology),2008,39(4):838-844.
- [4]李夕兵,贺显群,陈红江.渗透水压作用下类岩石材料张开型裂纹启裂特性研究[J].岩石力学与工程学报,2012,31(7):1 317-1 324.LI X B,HE X Q,CHEN H J.Crack initiation characteristics of opening-mode crack embedded in rocklike material under seepagepressure[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(7):1 317-1 324.
- [5]万琳辉,曹平,黄永恒,等.水对岩石亚临界裂纹扩展及门槛值的影响研究[J].岩土力学,2010,31(9):2 737-2 742.WAN L H,CAO P,HUANG Y H,et al.Study of sub-critical crack growth of rocks and threshold values in different environments[J].Rock and Soil Mechanics,2010,31(9):2 737-2 742.
- [6]陈景杰,范新帅,黄一.共线双裂纹应力强度因子计算方法[J].华中科技大学学报(自然科学版),2017(4):61-67.CHEN J J,FAN X S,HUANG Y.A practical method of stress intensity factors for two collinear cracks[J].Journal of Huazhong University(Science and Technology),2017(4):61-67.
- [7]GALYBIN A N,DYSKIN A V.Random trajectories of crack growth caused by spatial stressfluctuations[J].International Journal of Fracture,2004,128(1):95-103.
- [8]刘涛影,曹平,章立峰,等.高渗压条件下压剪岩石裂纹断裂损伤演化机制研究[J].岩土力学,2012,33(6):1 801-1 808.LIU T Y,CAO P,ZHANG L F,et al.Study of fracture damage evolution mechanism of compression-shear rock cracks under high seepage pressure[J].Rock and Soil Mechanics,2012,33(6):1 801-1 808.
- [9]高赛红,曹平,汪胜莲.水压力作用下岩石中Ⅰ和Ⅱ型裂纹断裂准则[J].中南大学学报(自然科学版),2012,43(3):1 087-1 091.GAO S H,CAO P,WANG S L.Analysis of fracture criterion of I and II type of crack in rock masses under hydraulicpressure[J].Journal of Central South University(Science and Technology),2012,43(3):1 087-1 091.
- [10]李宗利,张宏朝,任青文,等.岩石裂纹水力劈裂分析与临界水压计算[J].岩土力学,2005,26(8):1 216-1 220.LI Z L,ZHANG H C,REN Q W,et al.Analysis of hydraulic fracturing and calculation of critical internal water pressure of rock fracture[J].Rock and Soil Mechanics,2005,26(8):1 216-1 220.
- [11]高庆.工程断裂力学[M].重庆:重庆大学出版社,1986:94.GAO Q.Engineering fracture mechanics[M].Chongqing:Chongqing University Press,1986:94.
- [12]范天佑.断裂动力学原理与应用[M].北京:北京理工大学出版社,2006:188-205.FAN T Y.Introduction to fracture dynamic mechanics[M].Beijing:Beijing Institute of Technology Press,2006:188-205.
- 动静耦合
- 应力强度因子
- 等效爆破扰动荷载
- 广义断裂准则
dynamic and static coupling - stress intensity factor
- equivalent blasting disturbance load
- generalized fracture criterion
- 王聪聪
- 韩雪靖
- 黄慎
- 张永勤
WANG Cong-cong- HAN Xue-jing
- HUANG Shen
- ZHANG Yong-qin
- Institute for Explosive Technology
- Fuzhou University
- Zijin Mining Collage
- Fuzhou University
- Lanzhou Petrochemical Polytechnic
- 王聪聪
- 韩雪靖
- 黄慎
- 张永勤
WANG Cong-cong- HAN Xue-jing
- HUANG Shen
- ZHANG Yong-qin
- Institute for Explosive Technology
- Fuzhou University
- Zijin Mining Collage
- Fuzhou University
- Lanzhou Petrochemical Polytechnic