张颖, 谌文武. 2004: 水玻璃加固土的弹塑性破坏模型. 工程地质学报, 12(S1): 356-360.
    引用本文: 张颖, 谌文武. 2004: 水玻璃加固土的弹塑性破坏模型. 工程地质学报, 12(S1): 356-360.
    ZHYNG Ying, CHEN Wenwu. 2004: ELASTIC-PLASTIC DAMAGE MODEL OF WATERGLASS-STABILIZED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 356-360.
    Citation: ZHYNG Ying, CHEN Wenwu. 2004: ELASTIC-PLASTIC DAMAGE MODEL OF WATERGLASS-STABILIZED SOIL. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 356-360.

    水玻璃加固土的弹塑性破坏模型

    ELASTIC-PLASTIC DAMAGE MODEL OF WATERGLASS-STABILIZED SOIL

    • 摘要: 水玻璃加固土虽然可以被看作为一种弹塑性介质,但是很难用通常的弹塑性模型来描述。本文通过对一系列损伤模型的分析,分别推导建立了水玻璃加固土的弹性与损伤、塑性与损伤本构关系并建立了水玻璃加固土的弹塑性损伤模型。通过与试验结果的对比,证明了本文所建立的水玻璃加固土的弹塑性损伤模型是合理的。

       

      Abstract: As a kind of elastic-plastic medium, it is very difficult to describe water glass-stabilized soil by usual elastic-plastic models. A series of damage relationship models are analyzed. The constitutive relationships of elastic damage and plastic damage are established, respectively. The elastic-plastic damage model of water glass-stabilized soil is first established. Through the comparison with the experimental results, the elastic-plastic damage model of water glass-stabilized soil is verified.

       

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