土动力学与岩土地震工程研究进展
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摘要
指出了土动力学与岩土地震工程领域课题的特点与研究方法,并从土的动力特性与本构理论、动荷载作用下饱和土的液化、岩土体的地震变形与稳定性分析、土与结构动力相互作用、数值分析方法、物理模型试验与技术6个方面评述了国内外研究进展与发展趋势,建议了应着重研究的学科前沿与关键科学问题,希望能对今后的科研工作有一定的启迪作用。
For the problems in soil dynamics and geotechnical earthquake engineering,their characteristics and methods for studying them are presented.The study advances and development trends are reviewed;and the frontiers and science problems required to study in this discipline are proposed,from the following six respects,i.e.the dynamic properties and constitutive theory of soil;the liquefaction of saturated soil under dynamic loading;the seismic deformation and stability analyses of soil-rock mass;the dynamic soil-structure interaction;the numerical analysis method;and the physical model test and technology.It hopes that this review can have a good effect on the future research works in this field.
For the problems in soil dynamics and geotechnical earthquake engineering,their characteristics and methods for studying them are presented.The study advances and development trends are reviewed;and the frontiers and science problems required to study in this discipline are proposed,from the following six respects,i.e.the dynamic properties and constitutive theory of soil;the liquefaction of saturated soil under dynamic loading;the seismic deformation and stability analyses of soil-rock mass;the dynamic soil-structure interaction;the numerical analysis method;and the physical model test and technology.It hopes that this review can have a good effect on the future research works in this field.
引文
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[10]张建民.砂土的可逆性和不可逆性剪胀规律[J].岩土工程学报,2000,22(1):12-17.ZHANG Jian-min.Reversible and irreversible dilatancyof sand[J].Chinese Jounal of Geotechnical Engineering,2000,22(1):12-17.
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[13]ROSCOE K H,SCHOFIELD A N,THURAIRAJAH A.Yielding of clay in states wetter than critical[J].Geotechnique,1963,13(3):211-240.
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[18]ASAOKA A,MASAKI N,TOSHIHIRO N.Superloadingyield surface concept for highly structured soilbehavior[J].Soils and Foundations,2000,40(2):99-110.
[19]沈珠江.结构性黏土的弹塑性损伤模型[J].岩土工程学报,1993,15(3):21-28.SHEN Zhu-jiang.An Eiasto-piastic damage model forcemented clays[J].Chinese Jounal of GeotechnicalEngineering,1993,15(3):21-28.
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