波动理论在岩土工程测试中的应用研究进展
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摘要
回顾了波动理论的发展历程,总结了工程波动理论在岩土工程测试中应用的主要方面以及最新研究的进展,对波动理论在岩土工程中进一步发展的趋势提出了展望。
The development of wave theory was reviewed.The main aspects and the latest advances of wave theory in geotechnical engineering test were summarized.The development trend of wave theory has been proposed at last.
The development of wave theory was reviewed.The main aspects and the latest advances of wave theory in geotechnical engineering test were summarized.The development trend of wave theory has been proposed at last.
引文
[1]马宏伟,吴斌.弹性动力学及其数值解法[M].北京:中国建材工业出版社,2000.Ma Hongwei,Wu Bin.Elastic Dynamics and Numerical Solution[M].Beijing:China Building Materials Industry Press,2000.
[2]伊文W.层状介质中的弹性波[M].刘光鼎,译.北京:科学出版社,1966.Ewing W M.Elastic Waves in Layered Media[M].Liu Guang-ding,Trans.Beijing:Science Press,1996.
[3]王让甲.声波岩石分级和岩石动弹性力学参数的分析研究[M].北京:地质出版社,1997.Wang Rangjia.Research on Classification of Sound Waves Rockand Dynamic Elastic Meechanics Parameters of Rock[M].Bei-jing:Geological Publishing House,1997.
[4]邵明申,李黎,李最雄.龙门石窟砂岩在不同含水状态下的弹性波速与力学性能[J].岩石力学与工程学报,2010,29(增刊2):3514-3518.Shao Mingshen,Li Li,Li Zuixiong.Elastic wave velocity and me-chanical properties of sandstone under different water contents atLongmen Grottoes[J].Rock Mechanics and Engineering,2010,29(suppl 2):3514-3518.
[5]侯顺利,杨纯景.声波测试在糯扎渡大坝基础开挖中的应用[J].人民长江,2009,40(10):6-8.Hou Shunli,Yang Chunjing.Application of acoustic wave test inexcavation of dam foundation of Nuozadu Hydropower Station[J].Yangtze River,2009,40(10):6-8.
[6]Nogami T,Novak M.Soil-pile interaction in vertical vibration[J].Earth Engineering Structure Dyn,1976,4:277-293.
[7]Mylonakis G,Gazetas G.Kinematic pile response to vertical P-wave seismic excitation[J].Geotech and Geoenv Eng,2002,128(10):860-867.
[8]Militano G,Rajapakse R K N D.Dynamic response of a pile ina-multi-layered soil to transient torsional and axial loading[J].Geotechnique,1999,49(1):91-109.
[9]Makris N.Soil-pile interaction during the passage of Rayleighwaves:An analytical solution[J].Earthquake Engineering Struc-ture Dyn,1994,23:153-163.
[10]龚建伍,夏才初,朱合华.鹤上隧道围岩松动圈测试与分析[J].地下空间与工程学报,2007,3(3):475-478.Gong Jianwu,Xia Caichu,Zhu Hehua.Measurement and analysison releasing zone of surrounding rock in Heshang tunnel[J].Jour-nal of Underground Space and Engineering,2007,3(3):475-478.
[11]陈庆发,周科平,胡建华,等.缓倾薄层弱结构松动圈声波测试时测孔布置的理论依据及验证[J].中南大学学报:自然科学版,2009,40(5):1406-1420.Chen Qingfa,Zhou Keping,Hu Jianhua,et al.Theory basis andpractice of acoustic measuring boreholes arrangement for brokenrock zone in gently inclined thin layer weakness structure[J].Journal of Central South University:Natural Science,2009,40(5):1406-1420.
[12]雷宛,肖宏跃,钟韬,等.灌浆质量的声波CT法及其与综合检测效果的对比[J].成都理工大学学报:自然科学版,2006,33(4):336-344.Lei Wan,Xiao Hongyue,Zhong Tao,et al.Sound wave CT of thecement injection quality detection and comparison between its effectwith that of comprehensive detection[J].Journal of Chengdu Uni-versity of Technology:Natural Science,2006,33(4):336-344.
[13]赵明阶.受载岩石混凝土的声学特性及其应用[M].北京:科学出版社,2009.Zhao Mingjie.Acoustic of Loading Rock Concrete and Its Applica-tion[M].Beijing:Science Press,2009.
[14]赵明阶,许锡宾,王多垠,等.重庆寸滩集装箱码头基桩质量控制中的成像诊断技术[J].水运工程,2004,368(9):18-21.Zhao Mingjie,Xu Xibin,Wang Duoyin,et al.Tomographic diag-nosis technology in foundation piles quality control of ChongqingCuntan Container Terminal[J].Port&Waterway Engineering,2004,368(9):18-21.
[15]Yakubov V P,Sklarczyk K G.Radio-wave tomography of hiddenobjects for safety systems[J].Russian Physics Journal,2008,51(10):1064-1082.
[16]Ding Zhifeng,Zhou Xiaofeng.Tomographic imaging of P wave ve-locity structure beneath the region around Beijing[J].EarthquakeScience,2009,22(4):403-408.
[17]赵明阶,余东,赵火焱.土石坝渗漏的波速-电阻率联合成像诊断试验研究[J].水利学报,2012,43(1):118-126.Zhao Mingjie,Yu Dong,Zhao Huoyan.Experimental study on ve-locity and resistivity combined tomography for diagnosing leakage inearth rock-fill dam[J].Journal of Hydraulic Engineering,2012,43(1):118-126.
[18]单娜琳,程志平.工程地震勘探[M].北京:冶金工业出版社,2006.Dan Nalin,Cheng Zhiping.Engineering Seismice Exploration[M].Beijing:Metallurgical Industry Press,2006.
[19]宋先海,李端有,顾汉明,等.瑞雷波勘探理论及其他应用[M].北京:中国水利水电出版社,2010.Song Xianhai,Li Ruiyou,Gu Hanming,et al.Rayleign WavesTheory and Application[M].Beijing:China Waterpower Press,2010.
[20]缪林昌,邱钰.SASW法在基础工程和路基工程中的应用研究[J].岩土力学,2004,25(1):149-152.Miu Linchan,Qiu Yu.Research on application of SASW method tofoundation and subgrade engineering[J].Rock and Soil Mechani-cals,2004,25(1):149-152.
[21]贾学明,杨建国,赖思静.路基边界对瑞利波检测影响的数值模拟研究[J].岩土力学,2004,25(增刊2):256-260.Jia Xueming,Yang Jianguo,Lai Sijing.Numerical research onroad embankment boundary effects on Rayleigh wave exploration[J].Rock and Soil Mechanicals,2004,25(suppl 2):256-260.
[22]赵明阶,黄卫东,韦刚.公路土石混填路基压实度波动检测技术及应用[M].北京:人民交通出版社,2006.Zhao Mingjie,Huang Weidong,Wei Gang.Compaction DegreeWave Detection Technology and Application of Earth-Rock Mid FillSubgrade[M].Beijing:China Communications Press,2006.
[23]李汉江,林晓芳,李建飞.弹性波技术在公路土石方工程勘察中的试用[J].路基工程,2011(1):89-91Li Hanjiang,Lin Xiaofang,Li Jianfei.Test application of elasticwave technology in highway earthwork engineering survey[J].Sub-grade Engineering,2011(1):89-91.
[24]李红刚,徐永明,关凤琚.地震波CT技术在某客运专线岩溶桥梁桩位勘察中的应用性研究[J].铁道勘察,2011(1):61-64.Li Honggang,Xu Yongming,Guan Fengju.Discussion on applica-tion of seismic wave CT technology for surveying pile location ofsome passenger dedicated line in Karst Area[J].Railway Investiga-tion and Surveying,2011(1):61-64.
[25]席道瑛,杜赟,席军,等.饱和砂岩在疲劳载荷作用下的黏弹性性质[J].岩土力学与工程学报,2011,30(5):865-870.Xi Daoying,Du Yun,Xi Jun,et al.Viscoelastic properties of sat-urated sandstones under fatigue loading[J].Rock Mechanics andEngineering,2011,30(5):865-870.
[26]Cacqueray B D,Roux P,Campillo M.Elastic-wave identificationand extraction through array processing:An experimental investiga-tion at the laboratory scale[J].Journal of Applied Geophysics,2011,74(10):81-88.
[27]Golub M V,Bostrom A.Interface damage modeled by springboundary conditions for in-plane elastic waves[J].Wave Motion,2011,48(3):105-115.
[28]Baron C.Propagation of elastic waves in an anisotropic functionallygraded hollow cylinder in vacuum[J].Ultrasonics,2011,51:123-130.
[2]伊文W.层状介质中的弹性波[M].刘光鼎,译.北京:科学出版社,1966.Ewing W M.Elastic Waves in Layered Media[M].Liu Guang-ding,Trans.Beijing:Science Press,1996.
[3]王让甲.声波岩石分级和岩石动弹性力学参数的分析研究[M].北京:地质出版社,1997.Wang Rangjia.Research on Classification of Sound Waves Rockand Dynamic Elastic Meechanics Parameters of Rock[M].Bei-jing:Geological Publishing House,1997.
[4]邵明申,李黎,李最雄.龙门石窟砂岩在不同含水状态下的弹性波速与力学性能[J].岩石力学与工程学报,2010,29(增刊2):3514-3518.Shao Mingshen,Li Li,Li Zuixiong.Elastic wave velocity and me-chanical properties of sandstone under different water contents atLongmen Grottoes[J].Rock Mechanics and Engineering,2010,29(suppl 2):3514-3518.
[5]侯顺利,杨纯景.声波测试在糯扎渡大坝基础开挖中的应用[J].人民长江,2009,40(10):6-8.Hou Shunli,Yang Chunjing.Application of acoustic wave test inexcavation of dam foundation of Nuozadu Hydropower Station[J].Yangtze River,2009,40(10):6-8.
[6]Nogami T,Novak M.Soil-pile interaction in vertical vibration[J].Earth Engineering Structure Dyn,1976,4:277-293.
[7]Mylonakis G,Gazetas G.Kinematic pile response to vertical P-wave seismic excitation[J].Geotech and Geoenv Eng,2002,128(10):860-867.
[8]Militano G,Rajapakse R K N D.Dynamic response of a pile ina-multi-layered soil to transient torsional and axial loading[J].Geotechnique,1999,49(1):91-109.
[9]Makris N.Soil-pile interaction during the passage of Rayleighwaves:An analytical solution[J].Earthquake Engineering Struc-ture Dyn,1994,23:153-163.
[10]龚建伍,夏才初,朱合华.鹤上隧道围岩松动圈测试与分析[J].地下空间与工程学报,2007,3(3):475-478.Gong Jianwu,Xia Caichu,Zhu Hehua.Measurement and analysison releasing zone of surrounding rock in Heshang tunnel[J].Jour-nal of Underground Space and Engineering,2007,3(3):475-478.
[11]陈庆发,周科平,胡建华,等.缓倾薄层弱结构松动圈声波测试时测孔布置的理论依据及验证[J].中南大学学报:自然科学版,2009,40(5):1406-1420.Chen Qingfa,Zhou Keping,Hu Jianhua,et al.Theory basis andpractice of acoustic measuring boreholes arrangement for brokenrock zone in gently inclined thin layer weakness structure[J].Journal of Central South University:Natural Science,2009,40(5):1406-1420.
[12]雷宛,肖宏跃,钟韬,等.灌浆质量的声波CT法及其与综合检测效果的对比[J].成都理工大学学报:自然科学版,2006,33(4):336-344.Lei Wan,Xiao Hongyue,Zhong Tao,et al.Sound wave CT of thecement injection quality detection and comparison between its effectwith that of comprehensive detection[J].Journal of Chengdu Uni-versity of Technology:Natural Science,2006,33(4):336-344.
[13]赵明阶.受载岩石混凝土的声学特性及其应用[M].北京:科学出版社,2009.Zhao Mingjie.Acoustic of Loading Rock Concrete and Its Applica-tion[M].Beijing:Science Press,2009.
[14]赵明阶,许锡宾,王多垠,等.重庆寸滩集装箱码头基桩质量控制中的成像诊断技术[J].水运工程,2004,368(9):18-21.Zhao Mingjie,Xu Xibin,Wang Duoyin,et al.Tomographic diag-nosis technology in foundation piles quality control of ChongqingCuntan Container Terminal[J].Port&Waterway Engineering,2004,368(9):18-21.
[15]Yakubov V P,Sklarczyk K G.Radio-wave tomography of hiddenobjects for safety systems[J].Russian Physics Journal,2008,51(10):1064-1082.
[16]Ding Zhifeng,Zhou Xiaofeng.Tomographic imaging of P wave ve-locity structure beneath the region around Beijing[J].EarthquakeScience,2009,22(4):403-408.
[17]赵明阶,余东,赵火焱.土石坝渗漏的波速-电阻率联合成像诊断试验研究[J].水利学报,2012,43(1):118-126.Zhao Mingjie,Yu Dong,Zhao Huoyan.Experimental study on ve-locity and resistivity combined tomography for diagnosing leakage inearth rock-fill dam[J].Journal of Hydraulic Engineering,2012,43(1):118-126.
[18]单娜琳,程志平.工程地震勘探[M].北京:冶金工业出版社,2006.Dan Nalin,Cheng Zhiping.Engineering Seismice Exploration[M].Beijing:Metallurgical Industry Press,2006.
[19]宋先海,李端有,顾汉明,等.瑞雷波勘探理论及其他应用[M].北京:中国水利水电出版社,2010.Song Xianhai,Li Ruiyou,Gu Hanming,et al.Rayleign WavesTheory and Application[M].Beijing:China Waterpower Press,2010.
[20]缪林昌,邱钰.SASW法在基础工程和路基工程中的应用研究[J].岩土力学,2004,25(1):149-152.Miu Linchan,Qiu Yu.Research on application of SASW method tofoundation and subgrade engineering[J].Rock and Soil Mechani-cals,2004,25(1):149-152.
[21]贾学明,杨建国,赖思静.路基边界对瑞利波检测影响的数值模拟研究[J].岩土力学,2004,25(增刊2):256-260.Jia Xueming,Yang Jianguo,Lai Sijing.Numerical research onroad embankment boundary effects on Rayleigh wave exploration[J].Rock and Soil Mechanicals,2004,25(suppl 2):256-260.
[22]赵明阶,黄卫东,韦刚.公路土石混填路基压实度波动检测技术及应用[M].北京:人民交通出版社,2006.Zhao Mingjie,Huang Weidong,Wei Gang.Compaction DegreeWave Detection Technology and Application of Earth-Rock Mid FillSubgrade[M].Beijing:China Communications Press,2006.
[23]李汉江,林晓芳,李建飞.弹性波技术在公路土石方工程勘察中的试用[J].路基工程,2011(1):89-91Li Hanjiang,Lin Xiaofang,Li Jianfei.Test application of elasticwave technology in highway earthwork engineering survey[J].Sub-grade Engineering,2011(1):89-91.
[24]李红刚,徐永明,关凤琚.地震波CT技术在某客运专线岩溶桥梁桩位勘察中的应用性研究[J].铁道勘察,2011(1):61-64.Li Honggang,Xu Yongming,Guan Fengju.Discussion on applica-tion of seismic wave CT technology for surveying pile location ofsome passenger dedicated line in Karst Area[J].Railway Investiga-tion and Surveying,2011(1):61-64.
[25]席道瑛,杜赟,席军,等.饱和砂岩在疲劳载荷作用下的黏弹性性质[J].岩土力学与工程学报,2011,30(5):865-870.Xi Daoying,Du Yun,Xi Jun,et al.Viscoelastic properties of sat-urated sandstones under fatigue loading[J].Rock Mechanics andEngineering,2011,30(5):865-870.
[26]Cacqueray B D,Roux P,Campillo M.Elastic-wave identificationand extraction through array processing:An experimental investiga-tion at the laboratory scale[J].Journal of Applied Geophysics,2011,74(10):81-88.
[27]Golub M V,Bostrom A.Interface damage modeled by springboundary conditions for in-plane elastic waves[J].Wave Motion,2011,48(3):105-115.
[28]Baron C.Propagation of elastic waves in an anisotropic functionallygraded hollow cylinder in vacuum[J].Ultrasonics,2011,51:123-130.
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