杨爱武, 杜东菊, 周金, 韩飞. 2010: 天津吹填软土应力应变归一化特性研究. 工程地质学报, 18(S1): 17-21.
    引用本文: 杨爱武, 杜东菊, 周金, 韩飞. 2010: 天津吹填软土应力应变归一化特性研究. 工程地质学报, 18(S1): 17-21.
    YANG Aiwu, DU Dongju, ZHOU Jin, HAN Fei. 2010: NORMALIZED STRESS-STAIN BEHAVIOR OF TIANJIN SOFT DREDGER SOIL. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 17-21.
    Citation: YANG Aiwu, DU Dongju, ZHOU Jin, HAN Fei. 2010: NORMALIZED STRESS-STAIN BEHAVIOR OF TIANJIN SOFT DREDGER SOIL. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 17-21.

    天津吹填软土应力应变归一化特性研究

    NORMALIZED STRESS-STAIN BEHAVIOR OF TIANJIN SOFT DREDGER SOIL

    • 摘要: 天津吹填软土应力应变关系为应变硬化型,可用kondner双曲线进行拟合。本文在此基础上开展了四种归一化因子在天津吹填软土固结不排水条件下应力应变特性中的应用,并建立了归一化方程。研究表明:以四种归一化因子进行归一化时,其中主应力差渐近值(1-3)ulti作为归一化因子时,归一化程度最高,3作归一化因子时,归一化程度最低,(3)n作为进行归一化因子时,n取0.55~0.65较为合适。

       

      Abstract: The stress-strain relations of Tianjin soft dredger soil is strain hardening,which can be fitted by kondner hyperbolic curve.Based on this,The paper used four kinds of normalization factors to study stress-strain characteristics of CU test of Tianjin soft dredger soil,and also established the normalized equation.The research indicated that using thses four kinds of normalization factors to carry on normalization,the normalized degree is highest when used (1-3)ulti as normalization factor,when used 3 as normalization factor,the normalized degree is lowest,while used (3)n as normalization factor,n takes 0.55~0.65 appropriately.

       

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