锚杆锚固质量声波检测技术的现状分析
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摘要
锚杆锚固技术作为各类地下工程及边坡护理的主要手段,已在交通和水电站建设等工程施工中得到广泛应用,其锚固质量和运行状况的无损检测已被提到议事日程。声波检测技术是目前主要的锚杆锚固质量无损检测手段,本文通过对我国锚杆锚固质量声波检测技术的历史回顾和现状分析,指出其理论研究工作的严重欠缺是当前存在的主要问题。文中还强调了模型实验研究的重要性,并指出理论研究应与模型实验紧密结合,二者不能偏颇。
As the primary technique to offer safety and productivity improvements for underground projects, rock bolts have been widely used in the construction of traffic and hydropower stations. The quality of the rock bolts is of great importance and has been paid a lot of attention to. Sonic wave techniques are currently the leading methods used for evaluating the condition of rock bolts. This paper reviewed the history of some sonic wave techniques used for the inspection of rock bolts in China and analyzed their theory and application. It points out that the theoretic problem is the primary problem existed in these techniques. It also emphasizes that model tests are as important as the theoretic research in studying these techniques.
As the primary technique to offer safety and productivity improvements for underground projects, rock bolts have been widely used in the construction of traffic and hydropower stations. The quality of the rock bolts is of great importance and has been paid a lot of attention to. Sonic wave techniques are currently the leading methods used for evaluating the condition of rock bolts. This paper reviewed the history of some sonic wave techniques used for the inspection of rock bolts in China and analyzed their theory and application. It points out that the theoretic problem is the primary problem existed in these techniques. It also emphasizes that model tests are as important as the theoretic research in studying these techniques.
引文
[1]曾宪明,雷志梁,张文巾.关于锚杆“定时炸弹”问题的讨论[J].岩石力学与工程学报,2002,21(1):143-147.
[2]陈波,鲁永康,郭玉等.电磁法检测锚固质量初探[J].工程地球物理学报,2004,1(4):336-339.
[3]许明,张永兴.锚杆低应变动测的数值研究[J].岩石力学与工程学报,2003,22:1538-1541.
[4]杨湖,王成.弹性波在锚杆锚固体系中传播规律的研究[J].测试技术学报,2003(2):145-149.
[5]王成,恽寿榕,李义.锚杆-锚固介质-围岩系统瞬态激励的响应分析[J].太原理工大学学报,2000,31(6):658-661.
[6]杨湖,王成.锚杆围岩系统数学模型的建立及动态响应分析[J].华北工学院测试技术学报,2002(1):41-44.
[7]许明,张永兴,李燕.锚杆动测问题的解析解[J].重庆建筑大学学报,2003(2):48-53.
[8]郭世明,高才坤.弹性应力波法锚杆质量检测初探[J].西部探矿工程,1999(2).
[9]李维树,甘国权,朱容国,汪天翼.工程锚杆注浆质量无损检测技术研究与应用[J].岩土力学,2003(SI).
[10]WangMingwu,WangHeling.Nondestructive tes ting of grouted bolts system[J].ChineseJournal ofGeotechnicalEngineering,2001,23:109-113.
[11]王成,恽寿榕.应力波理论在动测锚杆锚固质量中的应用[J],地震工程与工程振动,2001,21(3):6-9.
[12]郭世明,高才坤.弹性应力波法锚杆质量检测初探[J].西部探矿工程,1999(2).
[13]汪明武,王鹤龄.锚固质量的无损检测技术[J].岩石力学与工程学报,2003,21(1):126-129.
[14]王富春,李义,孟波.动测法检测锚杆锚固质量及工作状态的理论及应用[J].太原理工大学学报,2002,33(2):169-172.
[15]彭斌,刘春生,肖柏勋,朱自强.锚杆锚固质量无损检测数据的分析与处理[J].物探化探计算技术,2003,25(3):241-245.
[16]朱国维,彭苏萍,王怀秀.高频应力波检测锚固密实状况的试验研究[J].岩土力学,2002,23(6):787-791.
[17]李维树,甘国权.工程锚杆注浆质量无损检测技术研究与应用[J].岩土力学,2003,23(增刊):189-194.
[18]刘盛东,张平松.工程锚杆锚固质量动测技术[J].地球物理学进展,2004,19(3):568-572.
[19]王冠贵.声波测井理论基础及其应用[M].北京:石油工业出版社,1988.
[20]J L 罗斯.固体中的超声波[M].何存富,吴斌译.北京:科学出版社,2004.
[21]杨楚良,余寿绵.声波测井时裸眼井中弹性波的传播[J].地球物理学报,1980,23(4):427-436.
[22]BakeL J,The effect of the invaded zone on fullwave train acoustic logging[J].Geophysics,1984,49:796-809.
[23]DenisP Schmitt andMichelBouchon.Full wave a coustic logging: synthetic microseismograms andfrequency wavenumber analysis[J ].Geophysics,1985,50(11):1756-1778.
[24]AndrewL Kurkjian.Numerical computation of individual far- field arrivals exited by and acousticsource in a borehole[J].Geophysics,1985,50(5):852-866.
[25]LeungTsang andDennisRader.Numerical evalua tion of the transient acoustic waveform due to apoint source in a fluid filled borehole[J].Geophys ics,1979,44(10):1706-1720.
[26]BoitM A.Propagation of elastic waves in cylindricalbore containing a fliud[J].J AplPhys,1952,23:997-1009.
[27]CVhengC H,ToksozM N.Elastic wavePropaga tion in a fluid-filled borehole and synthetic acousticlogs[J].Geophysics,1981,46:1042-1053.
[28]PailletF L,WhiteJ E.Acoustic modes of propaga tion in the borehole and their relationship to rockProperties[J].Geophysics,1982,47:1215-1228.
[29]PailletF L.Numerical investigation of head waveand leaky modes in fluid-filled boreholes[J].Geo physics,1985,51:1438-1449.
[30]余寿锦.声波测井中裸眼井弹性波的共振模式[M].地球物理学报,1984,27(1):94-101.
[31]董庆德,王克协,许吉庆.柱状多层弹性介质中声压波形的数值计算与分析———声法测井理论研究(Ⅱ)[J].地球物理学报,1985,28(2):208-216.
[32]张金钟.裸眼井声波全波测井中纵波和斯通利波的数值研究[J].地球物理学报,1987,30(3):323-327.
[33]陈春雷.均匀介质包围的固体圆柱中的临界折射纵横波[J].大庆高等专科学校学报,1996,16(4):77-83.
[34]郭余峰,陈春雷.固体圆柱中弹性波场的激发以及在无限均匀固体介质中的传播[J].大庆石油学院学报,1996,20(3):92-96.
[35]王永胜,陈春雷.自由边界固体圆柱中导波的频散与发射[J].东北林业大学学报,1998,26(2):56-60.
[36]陈春雷,岳波辉.柱状多层准弹性介质包围的固体圆柱中声波场的理论分析[J].大庆高等专科学校学报,2000,20(4):47-49.
[37]ChengA,ChengA P.Characterization of layeredcylindrical structures using axially symmetric waves[J],Journal ofNondestructiveEvaluationp1999,18:117-126.
[38]LucoJ E,DeBarrosF C P.Seismic response of acylindrical shell embedded in a layered viscoelastichalf- space[J].I: formulation,1994,23:553-567.
[39]AbuAlshaikhI Turhan,D MengiY.Two dimen sional transient shear wave propagation in viscoelas tic cylindrical layered media.ComputationalEngi neering,2001.515-524.
[40]Alshaikh,IbrahimAbu,Turhan,Dogan,Mengi,Yalcin.Transient waves in viscoelastic cylindricallayered media[J].EuropeanJournal ofMechanics,A/Solids,2002,21:811-830.
[41]汪天翼,肖国强,成传欢.声频应力波法检测水布垭工程锚杆施工质量[J].长江科学院院报,2004,21(4).
[42]孙国,李桂华,顾元宪.基于小波包分解的应力波无损检测分析方法[J].振动工程学报,2002,15(4).
[43]王军民,陈义群,陈华.高速公路锚杆锚固质量检测技术研究[J].地球物理学进展,2004,19(6).
[44]汪明开,罗国煜,王鹤龄.应力波无损检测锚固质量的BP网络分析[J].水文地质工程地质,1999(2).
[2]陈波,鲁永康,郭玉等.电磁法检测锚固质量初探[J].工程地球物理学报,2004,1(4):336-339.
[3]许明,张永兴.锚杆低应变动测的数值研究[J].岩石力学与工程学报,2003,22:1538-1541.
[4]杨湖,王成.弹性波在锚杆锚固体系中传播规律的研究[J].测试技术学报,2003(2):145-149.
[5]王成,恽寿榕,李义.锚杆-锚固介质-围岩系统瞬态激励的响应分析[J].太原理工大学学报,2000,31(6):658-661.
[6]杨湖,王成.锚杆围岩系统数学模型的建立及动态响应分析[J].华北工学院测试技术学报,2002(1):41-44.
[7]许明,张永兴,李燕.锚杆动测问题的解析解[J].重庆建筑大学学报,2003(2):48-53.
[8]郭世明,高才坤.弹性应力波法锚杆质量检测初探[J].西部探矿工程,1999(2).
[9]李维树,甘国权,朱容国,汪天翼.工程锚杆注浆质量无损检测技术研究与应用[J].岩土力学,2003(SI).
[10]WangMingwu,WangHeling.Nondestructive tes ting of grouted bolts system[J].ChineseJournal ofGeotechnicalEngineering,2001,23:109-113.
[11]王成,恽寿榕.应力波理论在动测锚杆锚固质量中的应用[J],地震工程与工程振动,2001,21(3):6-9.
[12]郭世明,高才坤.弹性应力波法锚杆质量检测初探[J].西部探矿工程,1999(2).
[13]汪明武,王鹤龄.锚固质量的无损检测技术[J].岩石力学与工程学报,2003,21(1):126-129.
[14]王富春,李义,孟波.动测法检测锚杆锚固质量及工作状态的理论及应用[J].太原理工大学学报,2002,33(2):169-172.
[15]彭斌,刘春生,肖柏勋,朱自强.锚杆锚固质量无损检测数据的分析与处理[J].物探化探计算技术,2003,25(3):241-245.
[16]朱国维,彭苏萍,王怀秀.高频应力波检测锚固密实状况的试验研究[J].岩土力学,2002,23(6):787-791.
[17]李维树,甘国权.工程锚杆注浆质量无损检测技术研究与应用[J].岩土力学,2003,23(增刊):189-194.
[18]刘盛东,张平松.工程锚杆锚固质量动测技术[J].地球物理学进展,2004,19(3):568-572.
[19]王冠贵.声波测井理论基础及其应用[M].北京:石油工业出版社,1988.
[20]J L 罗斯.固体中的超声波[M].何存富,吴斌译.北京:科学出版社,2004.
[21]杨楚良,余寿绵.声波测井时裸眼井中弹性波的传播[J].地球物理学报,1980,23(4):427-436.
[22]BakeL J,The effect of the invaded zone on fullwave train acoustic logging[J].Geophysics,1984,49:796-809.
[23]DenisP Schmitt andMichelBouchon.Full wave a coustic logging: synthetic microseismograms andfrequency wavenumber analysis[J ].Geophysics,1985,50(11):1756-1778.
[24]AndrewL Kurkjian.Numerical computation of individual far- field arrivals exited by and acousticsource in a borehole[J].Geophysics,1985,50(5):852-866.
[25]LeungTsang andDennisRader.Numerical evalua tion of the transient acoustic waveform due to apoint source in a fluid filled borehole[J].Geophys ics,1979,44(10):1706-1720.
[26]BoitM A.Propagation of elastic waves in cylindricalbore containing a fliud[J].J AplPhys,1952,23:997-1009.
[27]CVhengC H,ToksozM N.Elastic wavePropaga tion in a fluid-filled borehole and synthetic acousticlogs[J].Geophysics,1981,46:1042-1053.
[28]PailletF L,WhiteJ E.Acoustic modes of propaga tion in the borehole and their relationship to rockProperties[J].Geophysics,1982,47:1215-1228.
[29]PailletF L.Numerical investigation of head waveand leaky modes in fluid-filled boreholes[J].Geo physics,1985,51:1438-1449.
[30]余寿锦.声波测井中裸眼井弹性波的共振模式[M].地球物理学报,1984,27(1):94-101.
[31]董庆德,王克协,许吉庆.柱状多层弹性介质中声压波形的数值计算与分析———声法测井理论研究(Ⅱ)[J].地球物理学报,1985,28(2):208-216.
[32]张金钟.裸眼井声波全波测井中纵波和斯通利波的数值研究[J].地球物理学报,1987,30(3):323-327.
[33]陈春雷.均匀介质包围的固体圆柱中的临界折射纵横波[J].大庆高等专科学校学报,1996,16(4):77-83.
[34]郭余峰,陈春雷.固体圆柱中弹性波场的激发以及在无限均匀固体介质中的传播[J].大庆石油学院学报,1996,20(3):92-96.
[35]王永胜,陈春雷.自由边界固体圆柱中导波的频散与发射[J].东北林业大学学报,1998,26(2):56-60.
[36]陈春雷,岳波辉.柱状多层准弹性介质包围的固体圆柱中声波场的理论分析[J].大庆高等专科学校学报,2000,20(4):47-49.
[37]ChengA,ChengA P.Characterization of layeredcylindrical structures using axially symmetric waves[J],Journal ofNondestructiveEvaluationp1999,18:117-126.
[38]LucoJ E,DeBarrosF C P.Seismic response of acylindrical shell embedded in a layered viscoelastichalf- space[J].I: formulation,1994,23:553-567.
[39]AbuAlshaikhI Turhan,D MengiY.Two dimen sional transient shear wave propagation in viscoelas tic cylindrical layered media.ComputationalEngi neering,2001.515-524.
[40]Alshaikh,IbrahimAbu,Turhan,Dogan,Mengi,Yalcin.Transient waves in viscoelastic cylindricallayered media[J].EuropeanJournal ofMechanics,A/Solids,2002,21:811-830.
[41]汪天翼,肖国强,成传欢.声频应力波法检测水布垭工程锚杆施工质量[J].长江科学院院报,2004,21(4).
[42]孙国,李桂华,顾元宪.基于小波包分解的应力波无损检测分析方法[J].振动工程学报,2002,15(4).
[43]王军民,陈义群,陈华.高速公路锚杆锚固质量检测技术研究[J].地球物理学进展,2004,19(6).
[44]汪明开,罗国煜,王鹤龄.应力波无损检测锚固质量的BP网络分析[J].水文地质工程地质,1999(2).
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