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《Journal of Earthquake Engineering and Engineering Vibration》 2009-01
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A new soil dynamic constitutive model

QI Wenhao1,BO Jingshan2,1(1.Institue of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Institute of Disaster-Prevention Science and Technology,Sanhe 065201,China)  
Based on the boundedness and the form of exponential function,and also based on the general rules for constructing soil dynamic constitutive model,the function image of y=ex in interval(-∞,0] is overturned and translated and also magnified or reduced so as to gain the skeleton curve of soil dynamic constitutive model.In terms of unloading and loading on opposite side,let the stress-strain curve have the same form of skeleton curve.The curve uses the last unloading point as its starting point,and uses soil's ultimate stress level as its asymptote,and then the hysteretic curve is constructed.Thus soil dynamic constitutive model having exponential form is gained,which is suitable for unsymmetrical cyclic loadings.The model is also called UE model,and the results of resonance column test indicate UE model is effective.UE model has such traits as flowings: firstly,UE model is suitable for unsymmetrical cyclic loadings;secnondly,UE model needs only a few memories;thirdly,UE model's hysteretic curves under unloading-reloading following Masing's rule automatically;fourthly,UE model has only a few parameters,and these parameters have clear physical meaning,which could be determined by conventional tests.
【Fund】: 中国地震局工程力学研究所基本科研业务费专项(2008B008);; 国家自然科学基金项目(50808164);; 地震行业科研专项(200708039)
【CateGory Index】: P315.9
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