海底土层地震液化破坏研究综述
|
摘要
地震液化可引起海底倾斜土层的失稳和变形,影响海洋工程结构的使用和安全。通过海底液化的震害实例,分析了海底土层液化震害的特点,对地震液化和液化后土层侧移的研究方法进行了简要介绍和评述,指出了目前海底地震液化及侧移破坏研究存在的不足和亟待解决的问题。
Seismic liquefaction can introduce instability and deformation of submarine soil slope,which give a threat to operation and safety of ocean engineerings.The seabed failure characteristics induced by seismic liquefaction are discussed by some examples.Review and analysis of studies on seismic liquefaction and liquefied-soil lateral sliding are presented.Some current existing problems are pointed out and key points next to study are put forward.
Seismic liquefaction can introduce instability and deformation of submarine soil slope,which give a threat to operation and safety of ocean engineerings.The seabed failure characteristics induced by seismic liquefaction are discussed by some examples.Review and analysis of studies on seismic liquefaction and liquefied-soil lateral sliding are presented.Some current existing problems are pointed out and key points next to study are put forward.
引文
[1]顾小芸.海洋工程地质的回顾与展望[J].工程地质学报.2000,8(1):40-45.
[2]《上海海洋地质调查志》编纂委员会.上海海洋地质调查志[M].上海:上海社会科学院出版社,1998.
[3]Papatheodorou G,Ferentinos G.Submarine and coastal sediment failure triggered by the 1995,Ms=6.1 R Aegion earthquake,Gulf of Corinth,Greece[J].Marine Geology,1997,137(3-4):287-304.
[4]Nof D.Rotational turbidity flows and the 1929 Grand Banks earthquake[J].Deep-Sea Research,1996,43,(8):1143-1163.
[5]Seed R B,Cetin KO,Moss R E S,et al.Recent advances in soil liquefaction engineering and seismic site response evaluation[C]//Proceedingsof 4thInternational Conference and Symposiumon Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.2001:Paper SPL-2.
[6]Seed HB,Martin P P,Lysmer J.The generation and dissipation of pore water pressures during soil liquefaction[R].Report No.EERC75-26,University of California,Berkeley,1975.
[7]Martin G R,Finn WD L,Seed HB.Fundamentals of liquefaction under cyclic loading[J].Journal of Geotechnical Engineering,ASCE,1975,101(GT5):423-438.
[8]Ishihara K,Tatsuoka F,Yasudo S.Undrained deformation and liquefaction of sand under cyclic stresses[J].Soils and Foundations,1975,15(1):29-44.
[9]Finn W D L,Byrne P M,Martin G R.Seismic response and liquefaction of sands[J].Journal of Geotechnical Engineering,ASCE,1976,102(8):841-856.
[10]谢定义,张建民.往返荷载下饱和砂土强度形变瞬态变化的机理[J].土木工程学报,1987,20(3):387-391.
[11]Finn W D L,Lee KW,Martin G R.An effective stress model for liquefaction[J].Journal of Geotechnical Engineering,ASCE,1977,103(6):517-533.
[12]徐志英,沈珠江.地震液化的有效应力二维动力分析方法[J].华东水利学院学报,1981,9(3):1-14.
[13]徐志英,周健.土坝地震孔隙水压力、扩散和消散的三维动力分析[J].地震工程与工程振动,1985,5(4):57-72.
[14]Zienkiewicz O C,Shiomi T.Dynamic behavior of saturated porous media:the generalized Biot formulation and its numerical solution[J].Interna-tional Journal for Numerical and Analytical Methods in Geomechanics,1984,8(1):71-96.
[15]吕悦军,唐荣余,沙海军.渤海海底土类动剪切模量比和阻尼比试验研究[J].防灾减灾工程学报,2003,23(2):35-42.
[16]Azizian A,Popescu R.Backanalysis of the 1929 Grand Banks Submarine Slope Failure[C]//Proceeding of 54thCanadian Geotechnical Confer-ence.Canada,Calgary,Alberta,2001,2:808-815.
[17]邵广彪,冯启民,王华娟.海底土层地震液化的数值分析方法[C]//第七届全国土动力学会议论文集.北京:清华大学出版社,2006:460-465.
[18]Hamada M,Towhata I,Yasuda S,Isoyama R.Study of permanent ground displacement induced by seismic liquefaction[J].Computers andGeotechics,1987,4(4):197-220.
[19]Youd TL,Hansen C M,Bartlett S F.Revised MLR equations for prediction of lateral spread displacement[J].Journal of Geotechnical and Geo-environmental Engineering,2002,128(12):1007-1017.
[20]Rauch A F,Martin J R.EPOLLS model for predicting average displacements on lateral spreads[J].Journal of Geotechnical and Geoenvironmen-tal Engineering,ASCE,2000,126(4):360-371.
[21]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-159.
[22]Jibson R W.Predicting earthquake-induced landslide displacements using Newmark's sliding block analysis[J].Transportation Research Record.1993,1411:9-17.
[23]景立平,王绍博,张荣祥.砂土液化诱发的地面侧移机理研究[J].地震工程与工程振动,1996,16(3):128-135.
[24]Towhata I,Matsumoto H.Analysis on development of permanent displacement with time in liquefied ground[R].NCEER-92-0019,M.Hamada and T.D.O'Rourke(eds.),1992:285-299.
[25]Smith I M.A overview of numerical procedures used in VELACS project[C]//Proc.,Verification of Numerical Procedures for the Analysis ofSoil Liquefaction Problems.1994,2:1321-1328.
[26]Haigh S K,Madabhushi S P G,Soga K,et al.Lateral spreading during centrifuge model earthquakes[C]//Geo2000 International conference onGeotechnical Engineering.2000:0317.
[27]刘汉龙,周云东,高玉峰.砂土地震液化后大变形特性试验研究[J].岩土工程学报,2002,24(2):142-146.
[28]Finn W D L.Analysis of post-liquefaction deformation in soil structures[C]//Proc.,H.B.Seed Memorial Symposium.1990,2:291-311.
[29]Prevost J H.DYNAFLOW:A nonlinear transient finite element analysis program[R].Technical Report of Department of Civil Engneering andOperations Research,Princeton University,1995.
[30]Arulanandan K,Li XS,Sivathasan K.Numerical simulation of liquefaction induced deformation[J].Journal of Geotechnical Engineering,ASCE,2000,126(7):657-666.
[31]Hamada M,Wakamatsu K.A study on ground displacement caused by soil liquefaction[J].Journal of Geotechnical Engineering,JSCE,1998,III-43(596):189-208.
[32]Uzuoka R,Yashima A.Fluid Dynamics Based Prediction of Liquefaction Induced Lateral Spreading[J].Computers and Geotechnics,1998,22(3):243-282.
[33]Mohajeri M,Towhata I.Shake table tests on residual deformation of sandy slopes due to cyclic loading[J].Soils and Foundations,2003,43(6):91-106.
[34]Kokusho T.Current state of research on flowfailure considering void redistribution in liquefied deposits[J].Soil Dynamics and Earthquake Engi-neering,2003,23(7):585-603.
[35]Phillips R,Popescu R,Konrad J M.Simulating Submarine Slope Instability Initiation using Centrifuge Model Testing[C]//SymposiumE4 of Eu-ropean Union of Geosciences XI Meeting.2001:802-806.
[36]Biscontin G,Pestana J M,Nadim F.Seismic triggering of submarine landslides in soft cohesive soil deposits[J].Marine Geology,2004,203(3,4):341-354.
[37]Azizian A,Popescu R.Finite element simulation of retrogressive failure of submarine slopes[C]//First International Symposium on SubmarineMass Movements and Their Consequences.2003:11-20.
[38]Teh TC,Palmer AC,Damgaard J S.Experimental study of marine pipelines on unstable and liquefied seabed[J].Coastal Engineering,2003,50:1-17.
[39]顾小芸.粘质海底稳定性实例分析[J].工程地质学报,1996,4(1):32-38.
[40]冯秀丽,沈渭铨,杨荣民.现代黄河水下三角洲砂土液化模式[J].青岛海洋大学学报,1995,25(2):221-228.
[41]冯秀丽,庄振业,林霖,等.现代黄河水下三角洲软土稳定性定量分析[J].海岸工程,2000,19(1):50-53.
[42]冯启民,邵广彪.小坡度海底土层地震液化诱发滑移分析方法[J].岩土力学,2005,26(S1):141-145.
[43]邵广彪,冯启民,王华娟.海底缓坡场地地震侧移数值分析方法[J].岩土力学,2006,27(9):1401-1406.
[2]《上海海洋地质调查志》编纂委员会.上海海洋地质调查志[M].上海:上海社会科学院出版社,1998.
[3]Papatheodorou G,Ferentinos G.Submarine and coastal sediment failure triggered by the 1995,Ms=6.1 R Aegion earthquake,Gulf of Corinth,Greece[J].Marine Geology,1997,137(3-4):287-304.
[4]Nof D.Rotational turbidity flows and the 1929 Grand Banks earthquake[J].Deep-Sea Research,1996,43,(8):1143-1163.
[5]Seed R B,Cetin KO,Moss R E S,et al.Recent advances in soil liquefaction engineering and seismic site response evaluation[C]//Proceedingsof 4thInternational Conference and Symposiumon Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.2001:Paper SPL-2.
[6]Seed HB,Martin P P,Lysmer J.The generation and dissipation of pore water pressures during soil liquefaction[R].Report No.EERC75-26,University of California,Berkeley,1975.
[7]Martin G R,Finn WD L,Seed HB.Fundamentals of liquefaction under cyclic loading[J].Journal of Geotechnical Engineering,ASCE,1975,101(GT5):423-438.
[8]Ishihara K,Tatsuoka F,Yasudo S.Undrained deformation and liquefaction of sand under cyclic stresses[J].Soils and Foundations,1975,15(1):29-44.
[9]Finn W D L,Byrne P M,Martin G R.Seismic response and liquefaction of sands[J].Journal of Geotechnical Engineering,ASCE,1976,102(8):841-856.
[10]谢定义,张建民.往返荷载下饱和砂土强度形变瞬态变化的机理[J].土木工程学报,1987,20(3):387-391.
[11]Finn W D L,Lee KW,Martin G R.An effective stress model for liquefaction[J].Journal of Geotechnical Engineering,ASCE,1977,103(6):517-533.
[12]徐志英,沈珠江.地震液化的有效应力二维动力分析方法[J].华东水利学院学报,1981,9(3):1-14.
[13]徐志英,周健.土坝地震孔隙水压力、扩散和消散的三维动力分析[J].地震工程与工程振动,1985,5(4):57-72.
[14]Zienkiewicz O C,Shiomi T.Dynamic behavior of saturated porous media:the generalized Biot formulation and its numerical solution[J].Interna-tional Journal for Numerical and Analytical Methods in Geomechanics,1984,8(1):71-96.
[15]吕悦军,唐荣余,沙海军.渤海海底土类动剪切模量比和阻尼比试验研究[J].防灾减灾工程学报,2003,23(2):35-42.
[16]Azizian A,Popescu R.Backanalysis of the 1929 Grand Banks Submarine Slope Failure[C]//Proceeding of 54thCanadian Geotechnical Confer-ence.Canada,Calgary,Alberta,2001,2:808-815.
[17]邵广彪,冯启民,王华娟.海底土层地震液化的数值分析方法[C]//第七届全国土动力学会议论文集.北京:清华大学出版社,2006:460-465.
[18]Hamada M,Towhata I,Yasuda S,Isoyama R.Study of permanent ground displacement induced by seismic liquefaction[J].Computers andGeotechics,1987,4(4):197-220.
[19]Youd TL,Hansen C M,Bartlett S F.Revised MLR equations for prediction of lateral spread displacement[J].Journal of Geotechnical and Geo-environmental Engineering,2002,128(12):1007-1017.
[20]Rauch A F,Martin J R.EPOLLS model for predicting average displacements on lateral spreads[J].Journal of Geotechnical and Geoenvironmen-tal Engineering,ASCE,2000,126(4):360-371.
[21]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-159.
[22]Jibson R W.Predicting earthquake-induced landslide displacements using Newmark's sliding block analysis[J].Transportation Research Record.1993,1411:9-17.
[23]景立平,王绍博,张荣祥.砂土液化诱发的地面侧移机理研究[J].地震工程与工程振动,1996,16(3):128-135.
[24]Towhata I,Matsumoto H.Analysis on development of permanent displacement with time in liquefied ground[R].NCEER-92-0019,M.Hamada and T.D.O'Rourke(eds.),1992:285-299.
[25]Smith I M.A overview of numerical procedures used in VELACS project[C]//Proc.,Verification of Numerical Procedures for the Analysis ofSoil Liquefaction Problems.1994,2:1321-1328.
[26]Haigh S K,Madabhushi S P G,Soga K,et al.Lateral spreading during centrifuge model earthquakes[C]//Geo2000 International conference onGeotechnical Engineering.2000:0317.
[27]刘汉龙,周云东,高玉峰.砂土地震液化后大变形特性试验研究[J].岩土工程学报,2002,24(2):142-146.
[28]Finn W D L.Analysis of post-liquefaction deformation in soil structures[C]//Proc.,H.B.Seed Memorial Symposium.1990,2:291-311.
[29]Prevost J H.DYNAFLOW:A nonlinear transient finite element analysis program[R].Technical Report of Department of Civil Engneering andOperations Research,Princeton University,1995.
[30]Arulanandan K,Li XS,Sivathasan K.Numerical simulation of liquefaction induced deformation[J].Journal of Geotechnical Engineering,ASCE,2000,126(7):657-666.
[31]Hamada M,Wakamatsu K.A study on ground displacement caused by soil liquefaction[J].Journal of Geotechnical Engineering,JSCE,1998,III-43(596):189-208.
[32]Uzuoka R,Yashima A.Fluid Dynamics Based Prediction of Liquefaction Induced Lateral Spreading[J].Computers and Geotechnics,1998,22(3):243-282.
[33]Mohajeri M,Towhata I.Shake table tests on residual deformation of sandy slopes due to cyclic loading[J].Soils and Foundations,2003,43(6):91-106.
[34]Kokusho T.Current state of research on flowfailure considering void redistribution in liquefied deposits[J].Soil Dynamics and Earthquake Engi-neering,2003,23(7):585-603.
[35]Phillips R,Popescu R,Konrad J M.Simulating Submarine Slope Instability Initiation using Centrifuge Model Testing[C]//SymposiumE4 of Eu-ropean Union of Geosciences XI Meeting.2001:802-806.
[36]Biscontin G,Pestana J M,Nadim F.Seismic triggering of submarine landslides in soft cohesive soil deposits[J].Marine Geology,2004,203(3,4):341-354.
[37]Azizian A,Popescu R.Finite element simulation of retrogressive failure of submarine slopes[C]//First International Symposium on SubmarineMass Movements and Their Consequences.2003:11-20.
[38]Teh TC,Palmer AC,Damgaard J S.Experimental study of marine pipelines on unstable and liquefied seabed[J].Coastal Engineering,2003,50:1-17.
[39]顾小芸.粘质海底稳定性实例分析[J].工程地质学报,1996,4(1):32-38.
[40]冯秀丽,沈渭铨,杨荣民.现代黄河水下三角洲砂土液化模式[J].青岛海洋大学学报,1995,25(2):221-228.
[41]冯秀丽,庄振业,林霖,等.现代黄河水下三角洲软土稳定性定量分析[J].海岸工程,2000,19(1):50-53.
[42]冯启民,邵广彪.小坡度海底土层地震液化诱发滑移分析方法[J].岩土力学,2005,26(S1):141-145.
[43]邵广彪,冯启民,王华娟.海底缓坡场地地震侧移数值分析方法[J].岩土力学,2006,27(9):1401-1406.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心