透明土及其在岩土工程模型试验中的应用研究进展
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摘要
介绍人工合成透明土体的发展及其在岩土工程模拟试验、土体连续变形测量方面的应用。结合离心机模型试验和数字图像处理技术在国内的发展,对实现由离心机、数字图像技术和透明土模型结合而成的非介入离心机模型试验进行了可行性分析,认为目前已具备开展非介入离心机模型试验的条件。
The development of transparent synthetic soil and its application in model tests and deformation measurements in geotechnical engineering were introduced.Based on the development of the centrifugal model tests and the digital image processing technology in China,the feasibility was analyzed of realizing non-intrusive centrifugal model test by the combination of centrifuge,digital image technique and transparent soil model.The results show that the conditions for the non-intrusive centrifugal model tests have been achieved.
The development of transparent synthetic soil and its application in model tests and deformation measurements in geotechnical engineering were introduced.Based on the development of the centrifugal model tests and the digital image processing technology in China,the feasibility was analyzed of realizing non-intrusive centrifugal model test by the combination of centrifuge,digital image technique and transparent soil model.The results show that the conditions for the non-intrusive centrifugal model tests have been achieved.
引文
[1]吴明喜.人工合成透明砂土及其三轴试验研究[D].大连:大连理工大学,2006.
[2]李元海.数字照相变形量测技术及其在岩土模型实验中的应用研究[D].上海:同济大学,2003.
[3]STANIER S A.Geotechnical modeling using a transparentsynthetic soil[D].Sheffield:University of Sheffield,2006.
[4]ISKANDER MG,LAI J,OSWALDCJ,et al.Development ofatransparent material to model the geotechnical properties ofsoils[J].Geotechnical Testing Journal,1994,17(4):425-433.
[5]SADEKS G,ISKANDER MG,LIUJ.Geotechnical propertiesof transparent silica[J].Canadian Geotechnical Journal,2002,39(1):111-124.
[6]ISKANDER MG,LIUJ,SADEK S.Transparent amorphoussilica to model clay[J].Journal of Geotechnical andGeoenvironmental Engineering,2002,128(3):262-273.
[7]佘跃心.基于透明介质和颗粒图像技术的土体变形测量研究进展[J].勘察科学技术,2005(6):7-11.
[8]ALLERSMAHGB.Photoelastic stress analysis and strainsinsimple shear[C]//Proc of IUTAMSymposiumon Deformationand Failure of Granular Materials.Rotterdam:Balkema,1982:345-353.
[9]KONAGAI K,TAMURAC,RANGELOWP,et al.Laser-aidedtomography:a tool for visualization of changes in the fabric ofgranular assemblage[J].Struct Eng Earthquake Eng,1992,9(3):193-201.
[10]MANNHEIMER R.Slurries,you can see through[J].Technology Today,1990(3):2.
[11]SADEKS G.Soil structure interactionintransparent syntheticsoils using digital image correlation[D].New York:Polytechnic University,2002.
[12]WELKER A L,BOWDERS J J,GILBERT R B.Appliedresearch using a transparent,material with hydraulicconductivities similar to soil[J].Geotechnical TestingJournal,1999,22(3):266-270.
[13]LIU J,ISKANDER M,SADEK S.Consolidation andpermeability of transparent amorphous silica[J].GeotechnicalTesting Journal,2003,26(4):390-401.
[14]NI Q,HIRD C C,GUYMER I.Physical modelling of pilepenetration in clay using transparent soil and particle imagevelocimetry[J].Geotechnique,2010,60(2):121-132.
[15]BRANBY P L,MILLIGAN G W E.Soil deformation nearcantilever sheet pile[J].Geotechnique,1975,25(2):175-195.
[16]KIRPATRICK W M,BELSHAW D J.On interpretation oftriaxial test[J].Geotechnique,1968,18(3):336-350.
[17]DESRSUES J,MOKNI M,MAZEROLLE F.Tomodensitometry and localization sands[C]//Proceedings ofXECSMFE:Deformation of Soils and Displacements ofStructures.Florence:ASCE,1991:61-64.
[18]ORSI T H,ANDERSONAL,LEONARDJ N,et al.Use ofX-ray computedtomography in the study of marine sediments[C]//Proceedings of the International Conference on CivilEngineering in the Oceans V.College Station,Texas:ASCE,1992:968-982.
[19]GULER M,TUNCER B E,BOSSCHERPJ.Measurement ofparticle movements in granular soils usingimage analysis[J].Journal of Computing in Civil Engineering,ASCE,1999,13(2):116-122.
[20]GILL D R,LEHANE B M.An optical technique forinvestigating soil displacement patterns[J].GeotechnicalTesting Journal,2001,24(3):324-329.
[21]朱维新.土工离心模型试验研究综述[J].岩土工程学报,1986,8(2):82-95.
[22]包承纲.我国离心模拟试验技术的现状和展望[J].岩土工程学报,1991,13(6):92-97.
[23]董龙雷,闫桂荣,廖红建.岩土工程中动态离心模型试验技术的应用[J].岩石力学与工程学报,2000,19(6):789-793.
[24]孙锐,袁晓铭,王永志,等.NEES系统中振动离心机最新进展及国内振动离心机发展设想[J].世界地震工程,2010,26(1):31-39.
[25]黄志全,王思敬.离心模型试验技术在我国的应用概况[J].岩石力学与工程学报,1998,17(2):199-202.
[26]周健,刘宁.离心模型试验技术应用的新进展[J].上海地质,2002(1):52-56.
[27]胡黎明.离心模型试验技术在环境岩土工程中的应用与展望[J].土壤与环境,2001,10(4):327-330.
[28]陈正发,于玉贞.土工动力离心模型试验研究进展[J].岩石力学与工程学报,2006,25(S2):4026-4033.
[29]于玉贞,邓丽军.抗滑桩加固边坡地震响应离心模型试验[J].岩土工程学报,2007,29(9):1320-1323.
[30]章为民,日下部治.岩性地层地震反应离心模型试验研究[J].岩土工程学报,2001,23(1):28-31.
[31]邢建营,邢义川,梁建辉.土工离心模型试验研究的进展与思考[J].水利与建筑工程学报,2005,3(1):27-31.
[32]徐福卫,陈海玉.数字网格摄影测量法及其在滑坡模型试验中的应用[J].地球科学与环境学报,2009,31(2):216-220.
[33]任伟中,寇新建,凌浩美.数字化近景摄影测量在模型试验变形测量中的应用[J].岩石力学与工程学报,2004,23(3):436-440.
[34]李元海,靖洪文,刘刚,等.数字照相量测在岩石隧道模型试验中的应用研究[J].岩石力学与工程学报,2007,26(8):1684-1690.
[35]汪敏,胡小方,伍小平.物体内部三维位移场分析的数字图像相关方法[J].物理学报,2006,55(10):5135-5139.
[36]邵龙潭,王助贫,刘永禄.三轴土样局部变形的数字图像测量方法[J].岩土工程学报,2002,24(2):159-163.
[37]邵龙潭,孙益振,王助贫,等.数字图像测量技术在土工三轴试验中的应用研究[J].岩土力学,2006,27(1):29-34.
[38]宋义敏,马少鹏,杨小彬,等.岩石变形破坏的数字散斑相关方法研究[J].岩石力学与工程学报,2011,30(1):170-175.
[2]李元海.数字照相变形量测技术及其在岩土模型实验中的应用研究[D].上海:同济大学,2003.
[3]STANIER S A.Geotechnical modeling using a transparentsynthetic soil[D].Sheffield:University of Sheffield,2006.
[4]ISKANDER MG,LAI J,OSWALDCJ,et al.Development ofatransparent material to model the geotechnical properties ofsoils[J].Geotechnical Testing Journal,1994,17(4):425-433.
[5]SADEKS G,ISKANDER MG,LIUJ.Geotechnical propertiesof transparent silica[J].Canadian Geotechnical Journal,2002,39(1):111-124.
[6]ISKANDER MG,LIUJ,SADEK S.Transparent amorphoussilica to model clay[J].Journal of Geotechnical andGeoenvironmental Engineering,2002,128(3):262-273.
[7]佘跃心.基于透明介质和颗粒图像技术的土体变形测量研究进展[J].勘察科学技术,2005(6):7-11.
[8]ALLERSMAHGB.Photoelastic stress analysis and strainsinsimple shear[C]//Proc of IUTAMSymposiumon Deformationand Failure of Granular Materials.Rotterdam:Balkema,1982:345-353.
[9]KONAGAI K,TAMURAC,RANGELOWP,et al.Laser-aidedtomography:a tool for visualization of changes in the fabric ofgranular assemblage[J].Struct Eng Earthquake Eng,1992,9(3):193-201.
[10]MANNHEIMER R.Slurries,you can see through[J].Technology Today,1990(3):2.
[11]SADEKS G.Soil structure interactionintransparent syntheticsoils using digital image correlation[D].New York:Polytechnic University,2002.
[12]WELKER A L,BOWDERS J J,GILBERT R B.Appliedresearch using a transparent,material with hydraulicconductivities similar to soil[J].Geotechnical TestingJournal,1999,22(3):266-270.
[13]LIU J,ISKANDER M,SADEK S.Consolidation andpermeability of transparent amorphous silica[J].GeotechnicalTesting Journal,2003,26(4):390-401.
[14]NI Q,HIRD C C,GUYMER I.Physical modelling of pilepenetration in clay using transparent soil and particle imagevelocimetry[J].Geotechnique,2010,60(2):121-132.
[15]BRANBY P L,MILLIGAN G W E.Soil deformation nearcantilever sheet pile[J].Geotechnique,1975,25(2):175-195.
[16]KIRPATRICK W M,BELSHAW D J.On interpretation oftriaxial test[J].Geotechnique,1968,18(3):336-350.
[17]DESRSUES J,MOKNI M,MAZEROLLE F.Tomodensitometry and localization sands[C]//Proceedings ofXECSMFE:Deformation of Soils and Displacements ofStructures.Florence:ASCE,1991:61-64.
[18]ORSI T H,ANDERSONAL,LEONARDJ N,et al.Use ofX-ray computedtomography in the study of marine sediments[C]//Proceedings of the International Conference on CivilEngineering in the Oceans V.College Station,Texas:ASCE,1992:968-982.
[19]GULER M,TUNCER B E,BOSSCHERPJ.Measurement ofparticle movements in granular soils usingimage analysis[J].Journal of Computing in Civil Engineering,ASCE,1999,13(2):116-122.
[20]GILL D R,LEHANE B M.An optical technique forinvestigating soil displacement patterns[J].GeotechnicalTesting Journal,2001,24(3):324-329.
[21]朱维新.土工离心模型试验研究综述[J].岩土工程学报,1986,8(2):82-95.
[22]包承纲.我国离心模拟试验技术的现状和展望[J].岩土工程学报,1991,13(6):92-97.
[23]董龙雷,闫桂荣,廖红建.岩土工程中动态离心模型试验技术的应用[J].岩石力学与工程学报,2000,19(6):789-793.
[24]孙锐,袁晓铭,王永志,等.NEES系统中振动离心机最新进展及国内振动离心机发展设想[J].世界地震工程,2010,26(1):31-39.
[25]黄志全,王思敬.离心模型试验技术在我国的应用概况[J].岩石力学与工程学报,1998,17(2):199-202.
[26]周健,刘宁.离心模型试验技术应用的新进展[J].上海地质,2002(1):52-56.
[27]胡黎明.离心模型试验技术在环境岩土工程中的应用与展望[J].土壤与环境,2001,10(4):327-330.
[28]陈正发,于玉贞.土工动力离心模型试验研究进展[J].岩石力学与工程学报,2006,25(S2):4026-4033.
[29]于玉贞,邓丽军.抗滑桩加固边坡地震响应离心模型试验[J].岩土工程学报,2007,29(9):1320-1323.
[30]章为民,日下部治.岩性地层地震反应离心模型试验研究[J].岩土工程学报,2001,23(1):28-31.
[31]邢建营,邢义川,梁建辉.土工离心模型试验研究的进展与思考[J].水利与建筑工程学报,2005,3(1):27-31.
[32]徐福卫,陈海玉.数字网格摄影测量法及其在滑坡模型试验中的应用[J].地球科学与环境学报,2009,31(2):216-220.
[33]任伟中,寇新建,凌浩美.数字化近景摄影测量在模型试验变形测量中的应用[J].岩石力学与工程学报,2004,23(3):436-440.
[34]李元海,靖洪文,刘刚,等.数字照相量测在岩石隧道模型试验中的应用研究[J].岩石力学与工程学报,2007,26(8):1684-1690.
[35]汪敏,胡小方,伍小平.物体内部三维位移场分析的数字图像相关方法[J].物理学报,2006,55(10):5135-5139.
[36]邵龙潭,王助贫,刘永禄.三轴土样局部变形的数字图像测量方法[J].岩土工程学报,2002,24(2):159-163.
[37]邵龙潭,孙益振,王助贫,等.数字图像测量技术在土工三轴试验中的应用研究[J].岩土力学,2006,27(1):29-34.
[38]宋义敏,马少鹏,杨小彬,等.岩石变形破坏的数字散斑相关方法研究[J].岩石力学与工程学报,2011,30(1):170-175.
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