砂土地震液化大变形研究进展
摘要
从震害现象调查、室内试验、宏观现象及计算方法研究四个方面对地震后砂土液化大变形研究进展情况进行较为详细的综述,并对其未来发展的一些方向和有待进一步研究的问题提出一些建议。
引文
[1]Yasuda S,Yoshida N,Masudat et al.Stress strain relationshipof liquefaction sands[M].Earthquake Geotechnical Engineer-ing,Ishihara(ed.),Balkema,Rotterdam,1995.811-816.
[2]张建民,时松孝次,田屋裕司.饱和砂土液化后的剪切吸水效应[J].岩土工程学报,1999,(7).
[3]Yasuda S,Nagase H,Kiku Het al.The Mechanism and a Sim-plified Procedure for t-he Analysis of Permanent Ground Dis-placement Due to Liquefaction[J].Soils and Foundations,1992,32(1):149-160.
[4]Hamada M,Sato H,Kawakami T.A Consideration of theMechanism for Liquefaction Related Large Ground Displace-ment.Proceedings 5th Japan-U.S.Workshop on EarthquakeResistant Design of Lifeline Facilities and Countermeasures forSoil Liquefaction,National Center for Earthquake EngineeringResearch,Technical Report NCEER-96-0012[M].1996.217-232.
[5]Miyamot J,Sassa S,Sekiguchi H.Wave-induced liquefactionand changes in void ratio profile with depth.In:Phillips,Guo,Popescu,eds.Physical modeling in geotechnics:ICPMG 02,Swets&Zeitinger Lisse[M].2002.259-264.
[6]Dobry R,Taboada U and Liu L.Centrifuge Modeling of Lique-faction Effects During Earthquakes[J].Proc.FirstIntl.Conf.on Earthquake Geotechnical Engineering,Tokyo,Ja-pan,1995,Nov 14-16,Vol.3:1291-1324.
[7]Hamada M,Towhata I,Yasuda S.et al.Study of PermanentGround Displacement Induced by Seismic Liquefac-tion.Computers and Geotechnics[J].Elsevier Applied SciencePublishers,1987,4(4):197-220.
[8]Towhata L,Sasaki Y,Tokida K L et al.Prediction of Perma-nent Displacement of Liquefied Ground by Means of MinimumEnergy Principle[J].Soils and Foundations,1992,32(3):97-116.
[9]Naesgaard E,Byrne P M and Huizen G V.Behavior of lightstructures founded on soil crust founded over liquefied ground[M].Geotechnical Earthquake Engineering and SoilDynamics.1998.Washington,Vol.l:422-433.
[10]Arulanandan K,Li X S,Sivathasan K.Numerical simulationof liquefaction-induced deformations[J].J Geotech andGeoenviron Engrg,2000,7(126):657-666.
[11]王桂萱,陈雄,宋力.地震荷载沉箱码头大变形分析的离散元法初探[J].海洋工程,2004,22(4):131-136.
[12]Shamoto Y,Zhang J M,Tokimatsu K.Methods for evaluatingresidual post-liquefaction ground settlement and horizontaldisplacement[J].Hyogoken Narrebu Earthquake,1998,38(2):69-84.
[13]明海燕,李相菘.用于流动液化变形分析的临界状态砂土模型[J].深圳大学学报理工版,2004,(4).
[14]刘汉龙.Susumu I多重剪切机构塑性模型及其验证[C].第五届全国土动力学学术会议论文集.大连,1998:70-75.
[15]Kiku H,Tsujino S.Post liquefaction characteristics of sand.11th WCEE[C].Acapulo,Mexico,1996.
[2]张建民,时松孝次,田屋裕司.饱和砂土液化后的剪切吸水效应[J].岩土工程学报,1999,(7).
[3]Yasuda S,Nagase H,Kiku Het al.The Mechanism and a Sim-plified Procedure for t-he Analysis of Permanent Ground Dis-placement Due to Liquefaction[J].Soils and Foundations,1992,32(1):149-160.
[4]Hamada M,Sato H,Kawakami T.A Consideration of theMechanism for Liquefaction Related Large Ground Displace-ment.Proceedings 5th Japan-U.S.Workshop on EarthquakeResistant Design of Lifeline Facilities and Countermeasures forSoil Liquefaction,National Center for Earthquake EngineeringResearch,Technical Report NCEER-96-0012[M].1996.217-232.
[5]Miyamot J,Sassa S,Sekiguchi H.Wave-induced liquefactionand changes in void ratio profile with depth.In:Phillips,Guo,Popescu,eds.Physical modeling in geotechnics:ICPMG 02,Swets&Zeitinger Lisse[M].2002.259-264.
[6]Dobry R,Taboada U and Liu L.Centrifuge Modeling of Lique-faction Effects During Earthquakes[J].Proc.FirstIntl.Conf.on Earthquake Geotechnical Engineering,Tokyo,Ja-pan,1995,Nov 14-16,Vol.3:1291-1324.
[7]Hamada M,Towhata I,Yasuda S.et al.Study of PermanentGround Displacement Induced by Seismic Liquefac-tion.Computers and Geotechnics[J].Elsevier Applied SciencePublishers,1987,4(4):197-220.
[8]Towhata L,Sasaki Y,Tokida K L et al.Prediction of Perma-nent Displacement of Liquefied Ground by Means of MinimumEnergy Principle[J].Soils and Foundations,1992,32(3):97-116.
[9]Naesgaard E,Byrne P M and Huizen G V.Behavior of lightstructures founded on soil crust founded over liquefied ground[M].Geotechnical Earthquake Engineering and SoilDynamics.1998.Washington,Vol.l:422-433.
[10]Arulanandan K,Li X S,Sivathasan K.Numerical simulationof liquefaction-induced deformations[J].J Geotech andGeoenviron Engrg,2000,7(126):657-666.
[11]王桂萱,陈雄,宋力.地震荷载沉箱码头大变形分析的离散元法初探[J].海洋工程,2004,22(4):131-136.
[12]Shamoto Y,Zhang J M,Tokimatsu K.Methods for evaluatingresidual post-liquefaction ground settlement and horizontaldisplacement[J].Hyogoken Narrebu Earthquake,1998,38(2):69-84.
[13]明海燕,李相菘.用于流动液化变形分析的临界状态砂土模型[J].深圳大学学报理工版,2004,(4).
[14]刘汉龙.Susumu I多重剪切机构塑性模型及其验证[C].第五届全国土动力学学术会议论文集.大连,1998:70-75.
[15]Kiku H,Tsujino S.Post liquefaction characteristics of sand.11th WCEE[C].Acapulo,Mexico,1996.
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