光面爆破的岩石裂纹扩展规律研究Study on rock crack propagation rule of smooth blasting
邵珠山;杨跃宗;米俊峰;熊小峰;
SHAO Zhu-shan;YANG Yue-zong;MI Jun-feng;XIONG Xiao-feng;School of Civil Engineering,Xi'an University of Architecture & Technology;The 1st Engineering Co.,Ltd.of China Railway 12th Bureau Group;
摘要(Abstract):
光面爆破是一种控制爆破技术,为了实现更为精确的控制爆破效果,需要对光面爆破的岩石裂纹扩展规律进行研究。在光面爆破的初始裂纹产生阶段,利用数值模拟的方法,对光面爆破的弹性力学简化模型进行分析,得到了初始裂纹的起裂点位置以及初始裂纹长度。在爆轰气体驱动下,初始裂纹二次扩展。从裂纹扩展的能量角度,分析了裂纹扩展速度与裂纹长度的定量关系。基于断裂力学对裂纹二次扩展条件和二次扩展范围进行理论分析,定量描述了裂纹二次扩展长度与孔壁压力的关系。最后,在对光面爆破致裂机理认知的基础上,提出光面爆破中装药不耦合系数、炮孔间距、光面层厚度等参数的计算方法。
Smooth blasting is a controlled blasting technique.In order to achieve a more accurate control blasting effect,the law of rock crack propagation in smooth blasting was studied.In the stage of initial crack initiation of smooth blasting,the simplified model of elastic mechanics of smooth blasting was analyzed by means of numerical simulation.The starting point and the initial crack length of the initial crack were obtained,the crack was driven by the explosion gas,the initial crack expands secondarily.From the energy of crack propagation,the quantitative relationship between crack propagation velocity and crack length was analyzed.Based on the fracture mechanics,the crack secondary expansion condition and the secondary expansion range were theoretically analyzed,and the relationship between the crack secondary expansion length and pore pressure was quantitatively described.Based on the cognition of the mechanism of the smooth blasting,the calculation methods of the parameters such as the uncoupling coefficient,the distance between the blast holes and the thickness of the smooth surface in smooth blasting were proposed.
关键词(KeyWords):
光面爆破;裂纹扩展规律;爆破参数
smooth blasting;crack propagation rule;blasting parameters
基金项目(Foundation):
作者(Authors):
邵珠山;杨跃宗;米俊峰;熊小峰;
SHAO Zhu-shan;YANG Yue-zong;MI Jun-feng;XIONG Xiao-feng;School of Civil Engineering,Xi'an University of Architecture & Technology;The 1st Engineering Co.,Ltd.of China Railway 12th Bureau Group;
参考文献(References):
- [1]吴恒金.光面爆破断裂原理的探讨[J].爆破,1987,4(4):14-20.WU H J.Discussion on the principle of smooth blasting fracture[J].Blasting,1987,4(4):14-20.
- [2]费鸿禄,李守巨.光面爆破装药不偶合系数的计算[J].爆炸与冲击,1992,12(3):270-274.FEI H L,LI S J.The calculation of uncoupling coefficient of smooth blasting charge[J].Explosion and Shock Waves,1992,12(3):270-274.
- [3]朱传云.预裂与光面爆破对围岩的影响[J].爆破,1994,11(2):33-39.ZHU C Y.Influence of precracking and smooth blasting on surrounding rock[J].Blasting,1994,11(2):33-39.
- [4]马芹永.光面爆破炮孔间距及光面层厚度的确定[J].岩石力学与工程学报,1997,16(6):590-594.MA Q Y.Definition of hole-space and burden in smoth blasting[J].Chinese Journal of Rock Mechanics and Engineering,1997,16(6):590-594.
- [5]宗琦.软岩巷道光面爆破技术的研究与应用[J].煤炭学报,2002,27(1):45-49.ZONG Q.Study and application of smooth blasting technique in weak rock tunnel[J].Journal of China Coal Society,2002,27(1):45-49.
- [6]卢文波,陶振宇.爆轰气体驱动的裂纹扩展速度研究[J].爆炸与冲击,1994,14(3):264-268.LU W B,TAO Z Y.A study of fracture propagation velocity driven by gases of explosion products[J].Explosion and Shock Waves,1994,14(3):264-268.
- [7]李夕兵,左宇军,马春德.动静组合加载下岩石破坏的应变能密度准则及突变理论分析[J].岩石力学与工程学报,2005,24(16):2 814-2 824.LI X B,ZUO Y J,MA C D.Failure criterion of strain ene-rgy density and catastrophe theory analysis of rock subjec-ted to static-dynamic coupling loading[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(16):2 814-2 824.
- [8]王明洋,葛涛,戚承志,等.爆炸荷载作用下岩石的变形与破坏研究(Ⅰ)[J].防灾减灾工程学报,2003,23(2):43-54.WANG M Y,GE T,QI C Z,et al.Study of deformation and failure of rock under explosion load(Ⅰ)[J].Journal of Disaster Prevention and Mitigation Engineering,2003,23(2):43-54.
- [9]夏祥,李海波,李俊如,等.岩体爆轰裂纹的数值模拟[J].岩土力学,2006,27(11):1 987-1 991.XIA X,LI H B,LI J R,et al.Numerical simulation of blastinduced cracks in rock[J].Rock and Soil Mechanics,2006,27(11):1 987-1 991.
- [10]MOTT N F.Brittle fracture in mild steel plates[C]//International Conference on Advances in Steel Structures.Elsevier,1948.
- [11]金丰年.岩石拉压特征的相似性[J].岩土工程学报,1998,20(2):52-58.JIN F N.Comparison of tensile and compressive behavior of rock[J].Chinese Journal of Geotechnical Engineering,1998,20(2):52-58.
- [12]BRIAN L.Fracture of brittle solids[M].Cambridge:Cambridge University Press,1975.
- [13]杨小林,王树仁.岩石爆破损伤断裂的细观机理[J].爆炸与冲击,2000,19(3):247-252.YANG X L,WANG S R.The mechanism of the breakdown of rock blasting damage[J].Explosion and Shock Waves,2000,19(3):247-252.
- [14]朱万成,唐春安,杨天鸿,等.岩石破裂过程分析用(RFPA2D)系统的细观单元本构关系及验证[J].岩石力学与工程学报,2003,22(1):24-29.ZHU W C,TANG C A,YANG T H,et al.Constitutive relationship of mesoscopic element used in RFPA2D and its validations[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(1):24-29.
- [15]余寿文.损伤力学[M].北京:清华大学出版社,1997.YU S W.Damage mechanics[M].Beijing:Tsinghua University Press,1997.
- [16]戚承志,王明洋,钱七虎,等.冲击载作用下岩石变形破坏的细观结构特性[J].岩石力学与工程学报,2007,26(S1):3 367-3 372.QI C Z,WANG M Y,QIAN Q H,et al.Mesostructural aspects of deformation and fracture of rock under shock loading[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):3 367-3 372.
- [17]PAINE A S,PLEASE C P.An improved model of fracture propagation by gas during rock blasting—some analytical results[J].International Journal of Rock Mechanics&Mining Sciences&Geomechanics Abstracts,1994,31(6):699-706.
- [18]杨小林,王梦恕.爆轰气体作用下岩石裂纹的扩展机理[J].爆炸与冲击,2001,21(2):111-116.YANG X L,WANG M S.Mechanism of rock crack growth under detonation gas loading[J].Explosion and Shock Waves,2001,21(2):111-116.
- [19]钮强.岩石爆破机理[M].沈阳:东北工学院出版社,1990.NIU Q.Rock blasting mechanism[M].Shenyang:Northeastern Institute of Technology Press,1990.
- [20]陈俊桦,张家生,李新平.基于岩石爆破损伤理论的预裂爆破参数研究及应用[J].岩土力学,2016,37(5):1 441-1 450.CHEN J H,ZHANG J S,LI X P.Study of presplitting blasting parameters and its application based on rock blasting induced damage theory[J].Rock and Soil Mechanics,2016,37(5):1 441-1 450.
- [21]徐颖,宗琦.光面爆破软垫层装药结构参数理论分析[J].煤炭学报,2000,25(6):610-613.XU Y,ZONG Q.Theoretical analysis on the parameters of smooth blasting soft mat layer charging construction[J].Journal of China Coal Society,2000,25(6):610-613.
- [22]杨小林.岩石爆破损伤机理及对围岩损伤作用[M].北京:科学出版社,2015.YANG X L.Damage mechanism of rock blasting and damage to surrounding rock[M].Beijing:Science Press,2015.
- [23]李宁,陈莉静,张平.爆轰气体驱动岩石裂缝动态扩展分析[J].岩土工程学报,2006,28(4):460-463.LI N,CHEN L J,ZHANG P.Dynamic analysis for frac-turing progress by detonation gas[J].Chinese Journal of Geotechnical Engineering,2006,28(4):460-463.
- [24]戴俊,杨永琦.光面爆破相邻炮孔存在起爆时差的炮孔间距计算[J].爆炸与冲击,2003,23(3):253-258.DAI J,YANG Y Q.Calculation of shot hole separation in smooth blasting[J].Explosion and Shock Waves,2003,23(3):253-258.
- [25]付玉华,李夕兵,董陇军.损伤条件下深部岩体巷道光面爆破参数研究[J].岩土力学,2010,31(5):1 420-1 426.FU Y H,LI X B,DONG L J.Analysis of smooth blasting parameters for tunnels in deep damaged rock mass[J].Rock and Soil Mechanics,2010,31(5):1 420-1 426.
- [26]顾义磊,李晓红,杜云贵,等.隧道光面爆破合理爆破参数的确定[J].重庆大学学报(自然科学版),2005,28(3):95-97.GU Y L,LI X H,DU Y G,et al.Reasonable smooth blasting factor used in tunnel[J].Journal of Chongqing University(Natural Science Edition),2005,28(3):95-97.
- 邵珠山
- 杨跃宗
- 米俊峰
- 熊小峰
SHAO Zhu-shan- YANG Yue-zong
- MI Jun-feng
- XIONG Xiao-feng
- School of Civil Engineering
- Xi'an University of Architecture & Technology
- The 1st Engineering Co.
- Ltd.of China Railway 12th Bureau Group
- 邵珠山
- 杨跃宗
- 米俊峰
- 熊小峰
SHAO Zhu-shan- YANG Yue-zong
- MI Jun-feng
- XIONG Xiao-feng
- School of Civil Engineering
- Xi'an University of Architecture & Technology
- The 1st Engineering Co.
- Ltd.of China Railway 12th Bureau Group