高土石坝抗震性态分析与灾害对策研究
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摘要
首先介绍了中国目前高土石坝建设现状,然后回顾了循环加荷动三轴测试技术、堆石料动力性质的研究、高土石坝动力反应分析方法和土石坝地震永久变形的研究进展,最后讨论了高土石坝抗震措施和土石坝地震安全评价及防灾对策专家系统的基本思路。
Construction status of high earth-rock dams in China are introduced firstly,and then cyclic triaxial test technology,study on dynamic properties of rockfill materials,research progress of dynamic response analysis method for high earth-rock dams and earthquake-induced permanent deformation of earth-rock dams are reviewed. Aseismic measures for high earth-rock dams,seismic safety evaluation on earth-rock dams and basic idea of an expert system for disaster prevention measures are discussed finally.
Construction status of high earth-rock dams in China are introduced firstly,and then cyclic triaxial test technology,study on dynamic properties of rockfill materials,research progress of dynamic response analysis method for high earth-rock dams and earthquake-induced permanent deformation of earth-rock dams are reviewed. Aseismic measures for high earth-rock dams,seismic safety evaluation on earth-rock dams and basic idea of an expert system for disaster prevention measures are discussed finally.
引文
[1]王柏乐,刘瑛珍,吴鹤鹤.中国土石坝工程建设新进展[J].水利发电,2005,31(1):63-65.
[2]郭庆国.粗粒土的工程特性及应用[M].郑州:黄河水利出版社,1998.
[3]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989.
[4]Seed H B,Idriss I M.Soil module and damping factors for dy-namic response analyses[R].Berkeley:Earthquake Engineering Research Center,University of California,1970.
[5]Hardin B O,Richart F E Jr.Elastic wave velocities in granular soils[J].Journal of the Soil Mechanics and Foundations Divi-sion,ASCE,1972,98(7):667-692.
[6]梁永霞.模拟堆石料的动力变形测试及其应用[C]//第三届全国土动力学学术会议论文集.上海:同济大学出版社,1990:121-124.
[7]孔宪京,韩国城,林皋.粒径对洞剪切模量的影响[J].东北水利发电学报,1988,4(4):9-15.
[8]贾革续.土工三轴试验新技术研究[D].大连:大连理工大学,1998.
[9]吴兴征.堆石料的静动力本构模型及其在混泥土面板堆石坝中的应用[D].大连:大连理工大学,2001.
[10]Iida R,Matsumoto N,Yasuda N,et al.Large-scale tests for measuring dynamic shear moduli and damping ratios of rockfill ma-terials[C]//Sixteenth Joint Meeting,U.S.-Japan Panel on Wind and Seismic Effects.Washington D.C,1984.
[11]Hatanaka M,Suzuki Y,Kawasaki T,et al.Cyclic undrained shear properties of high qualify undisturbed Tokyo gravel[J].Soils and Foundations,1988,28(4):57-68.
[12]Yasuda Y,Matsumoto N,Yoshioka R,Takahashi M.Undr-ained monotonic and cyclic strength of compacted rockfill material from triaxial and torsional simple shear tests[J].Canadian Geotechnical Journal,1997,34(3):357-367.
[13]Yunoki Y,Ishihara K,Seki M,et al.Effect of initial effective confining pressure on the behavior of cyclic triaxial shear of dense sand[C]//Proc.of the17th Japan National Conference on SoilMechanics and Foundations Engineering.Japanese,1982:1649-1652.
[14]常亚屏.高土石坝抗震关键技术研究[J].水力发电,1998(3):36-40.
[15]汪闻韶,金崇磐,王克成.土石坝的抗震计算和模型试验及原型观测[J].水利学报,1987(12):1-16.
[16]李万红,汪闻韶.无粘性土动力剪应变模型[J].水利学报,1993(9):11-17.
[17]赵剑明,常亚屏,陈宁.加强高土石坝抗震研究的现实意义及工作展望[J].世界地震工程,2004,20(1):95-99.
[18]赵剑明,汪闻韶,常亚屏,等.面板坝三维真非线性地震反应分析方法及模型试验验证[J].水利学报,2003(9):12-18.
[19]Finn W D L,Lee K W,Martin G R.An effective stress model for liquefaction[J].Proc.ASCE,1977,103(GT6):517-533.
[20]Prevost J H,Abdel-Ghaffar A M,Lacy S J.Nonlinear dynamic analyses of an earth dam[J].Proc.ASCE,JGED,1985,111(7):882-897.
[21]徐志英,沈珠江.土坝地震孔隙水压力产生、扩散和消散的有限单元法动力分析[J].华东水利学院学报,1981(4):1-16.
[22]沈珠江.理论土力学[M].北京:中国水利水电出版社,2000.
[23]赵剑明,汪闻韶,张崇文.土石坝振动孔压影响因素的研究[J].水利学报,2000(5):54-59.
[24]《汪闻韶院士土工问题论文选集》编委会.汪闻韶院士土工问题论文选集[M].北京:中国建筑工业出版社,1999.
[25]汪闻韶.土的动力强度及液化特性[M].北京:中国电力出版社,1997.
[26]刘颖,谢君斐.砂土震动液化[M].北京:地震出版社,1984.
[27]谢定义.土动力学[M].西安:西安交通大学出版社,1988.
[28]张建民,谢定义.饱和砂土振动孔隙水压力理论与应用研究进展[J].力学进展,1993,23(2):166-180.
[29]中华人民共和国水利部.SL203-97水工建筑物抗震设计规范[S].北京:中国水利水电出版社,1997.
[30]中华人民共和国水利部.SL274-2001碾压式土石坝设计规范[S].北京:中国水利水电出版社,2002.
[31]韩国成,吴再光.土石坝地震加速度反应的统计分析[J].水力发电学报,1988,7(2):38-45.
[32]Makdisi F I,Seed H B,Simplified procedure for estimation dam and embankment earthquake induced deformation[J].Proc ASCE,JGED,1978,104(GT7):849-867.
[33]刘汉龙.随机地震作用下地基及土石坝永久变形分析[J].岩土工程学报,1996,18(3):19-27.
[34]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160.
[35]陈生水,沈珠江.强震区域堆石坝的地震永久变形分析方法[J].河海大学学报,1990,20(2):117-120.
[36]Serff N,Seed H B,Markdisi F I,et al.Earthquake induced de-formation of earth dams[C]//Report No.EERC76-4,Universi-ty of California.Berkeley,1976.
[37]Taniguchi E,Whitman R V,Marr W A.Prediction of earth-quake induced deformation of earth dams[J].Soils and Founda-tions,1983,23(4):126-132.
[38]张克绪,李明宰,常向前.地震引起的土坝永久变形分析[J].地震工程与工程振动,1989,9(1):91-100.
[39]刘汉龙,陆兆溱,钱家欢.土石坝地震永久变形分析[J].河海大学学报,1996,24(1):91-96.
[40]吴再光,韩国城,林皋.土石坝地震永久变形的危险性分析[J].岩土工程学报,1991,13(2):13-20.
[41]赵剑明,常亚屏,陈宁.加强高土石坝抗震研究的现实意义及工作展望[J].世界地震工程,2004,20(1):95-99.
[2]郭庆国.粗粒土的工程特性及应用[M].郑州:黄河水利出版社,1998.
[3]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989.
[4]Seed H B,Idriss I M.Soil module and damping factors for dy-namic response analyses[R].Berkeley:Earthquake Engineering Research Center,University of California,1970.
[5]Hardin B O,Richart F E Jr.Elastic wave velocities in granular soils[J].Journal of the Soil Mechanics and Foundations Divi-sion,ASCE,1972,98(7):667-692.
[6]梁永霞.模拟堆石料的动力变形测试及其应用[C]//第三届全国土动力学学术会议论文集.上海:同济大学出版社,1990:121-124.
[7]孔宪京,韩国城,林皋.粒径对洞剪切模量的影响[J].东北水利发电学报,1988,4(4):9-15.
[8]贾革续.土工三轴试验新技术研究[D].大连:大连理工大学,1998.
[9]吴兴征.堆石料的静动力本构模型及其在混泥土面板堆石坝中的应用[D].大连:大连理工大学,2001.
[10]Iida R,Matsumoto N,Yasuda N,et al.Large-scale tests for measuring dynamic shear moduli and damping ratios of rockfill ma-terials[C]//Sixteenth Joint Meeting,U.S.-Japan Panel on Wind and Seismic Effects.Washington D.C,1984.
[11]Hatanaka M,Suzuki Y,Kawasaki T,et al.Cyclic undrained shear properties of high qualify undisturbed Tokyo gravel[J].Soils and Foundations,1988,28(4):57-68.
[12]Yasuda Y,Matsumoto N,Yoshioka R,Takahashi M.Undr-ained monotonic and cyclic strength of compacted rockfill material from triaxial and torsional simple shear tests[J].Canadian Geotechnical Journal,1997,34(3):357-367.
[13]Yunoki Y,Ishihara K,Seki M,et al.Effect of initial effective confining pressure on the behavior of cyclic triaxial shear of dense sand[C]//Proc.of the17th Japan National Conference on SoilMechanics and Foundations Engineering.Japanese,1982:1649-1652.
[14]常亚屏.高土石坝抗震关键技术研究[J].水力发电,1998(3):36-40.
[15]汪闻韶,金崇磐,王克成.土石坝的抗震计算和模型试验及原型观测[J].水利学报,1987(12):1-16.
[16]李万红,汪闻韶.无粘性土动力剪应变模型[J].水利学报,1993(9):11-17.
[17]赵剑明,常亚屏,陈宁.加强高土石坝抗震研究的现实意义及工作展望[J].世界地震工程,2004,20(1):95-99.
[18]赵剑明,汪闻韶,常亚屏,等.面板坝三维真非线性地震反应分析方法及模型试验验证[J].水利学报,2003(9):12-18.
[19]Finn W D L,Lee K W,Martin G R.An effective stress model for liquefaction[J].Proc.ASCE,1977,103(GT6):517-533.
[20]Prevost J H,Abdel-Ghaffar A M,Lacy S J.Nonlinear dynamic analyses of an earth dam[J].Proc.ASCE,JGED,1985,111(7):882-897.
[21]徐志英,沈珠江.土坝地震孔隙水压力产生、扩散和消散的有限单元法动力分析[J].华东水利学院学报,1981(4):1-16.
[22]沈珠江.理论土力学[M].北京:中国水利水电出版社,2000.
[23]赵剑明,汪闻韶,张崇文.土石坝振动孔压影响因素的研究[J].水利学报,2000(5):54-59.
[24]《汪闻韶院士土工问题论文选集》编委会.汪闻韶院士土工问题论文选集[M].北京:中国建筑工业出版社,1999.
[25]汪闻韶.土的动力强度及液化特性[M].北京:中国电力出版社,1997.
[26]刘颖,谢君斐.砂土震动液化[M].北京:地震出版社,1984.
[27]谢定义.土动力学[M].西安:西安交通大学出版社,1988.
[28]张建民,谢定义.饱和砂土振动孔隙水压力理论与应用研究进展[J].力学进展,1993,23(2):166-180.
[29]中华人民共和国水利部.SL203-97水工建筑物抗震设计规范[S].北京:中国水利水电出版社,1997.
[30]中华人民共和国水利部.SL274-2001碾压式土石坝设计规范[S].北京:中国水利水电出版社,2002.
[31]韩国成,吴再光.土石坝地震加速度反应的统计分析[J].水力发电学报,1988,7(2):38-45.
[32]Makdisi F I,Seed H B,Simplified procedure for estimation dam and embankment earthquake induced deformation[J].Proc ASCE,JGED,1978,104(GT7):849-867.
[33]刘汉龙.随机地震作用下地基及土石坝永久变形分析[J].岩土工程学报,1996,18(3):19-27.
[34]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160.
[35]陈生水,沈珠江.强震区域堆石坝的地震永久变形分析方法[J].河海大学学报,1990,20(2):117-120.
[36]Serff N,Seed H B,Markdisi F I,et al.Earthquake induced de-formation of earth dams[C]//Report No.EERC76-4,Universi-ty of California.Berkeley,1976.
[37]Taniguchi E,Whitman R V,Marr W A.Prediction of earth-quake induced deformation of earth dams[J].Soils and Founda-tions,1983,23(4):126-132.
[38]张克绪,李明宰,常向前.地震引起的土坝永久变形分析[J].地震工程与工程振动,1989,9(1):91-100.
[39]刘汉龙,陆兆溱,钱家欢.土石坝地震永久变形分析[J].河海大学学报,1996,24(1):91-96.
[40]吴再光,韩国城,林皋.土石坝地震永久变形的危险性分析[J].岩土工程学报,1991,13(2):13-20.
[41]赵剑明,常亚屏,陈宁.加强高土石坝抗震研究的现实意义及工作展望[J].世界地震工程,2004,20(1):95-99.
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