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连云港海相软土流变特性试验及双屈服面流变模型
引用本文:张军辉,缪林昌.连云港海相软土流变特性试验及双屈服面流变模型[J].岩土力学,2005,26(1):145-149.
作者姓名:张军辉  缪林昌
作者单位:东南大学,交通学院,江苏,南京,210096
摘    要:为研究连云港海相软土流变特性,进行了三轴流变试验。根据对试验结果的分析,可以将连云港海相软土作为弹-粘塑性体来研究;将广义Bingham模型和椭圆-抛物线双屈服面模型相结合,建立了新的流变模型来描述其流变特性,得出了各参数,并验证了该模型的适用性。

关 键 词:海相软土  弹-粘塑性  椭圆-抛物线双屈服面模型  流变模型
文章编号:1000-7598-(2005)01-0145-05
收稿时间:2003-09-23
修稿时间:2003年9月23日

Tests on Rheological Behavior of Lianyungang Marine Soft Clay and Two-yield-surface Rheological Model
ZHANG Jun-hui,MIAO Lin-chang.Tests on Rheological Behavior of Lianyungang Marine Soft Clay and Two-yield-surface Rheological Model[J].Rock and Soil Mechanics,2005,26(1):145-149.
Authors:ZHANG Jun-hui  MIAO Lin-chang
Institution:School of Communication & Transportation, Southeast University, Nanjing 210096 China
Abstract:In order to investigate the rheological properties of Lianyungang soft marine clay, a triaxial rheological test is performed. Based on the analysis of laboratory tests, Lianyungang soft marine clay can be regarded as an elastic-viscoplasticity. Then, the generalized Bingham model and the ellipse-parabola two-yield-surface model are combined to develop a new rheological model to describe its rheological behavior. Finally, all the parameters are obtained and the applicability of this model is validated.
Keywords:marine soft clay  elastic-viscoplasticity  ellipse-parabola two-yield-surface model  rheological model
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