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排气状态对非饱和土变形特性的影响
引用本文:王宝龙,董红艳,代启亮,曹文彬,高贵全b.排气状态对非饱和土变形特性的影响[J].水电能源科学,2016,34(6):140-142.
作者姓名:王宝龙  董红艳  代启亮  曹文彬  高贵全b
作者单位:1. 云南农业大学 a. 水利学院; b. 教务处, 云南 昆明 650201; 2. 西南有色昆明勘测设计(院)股份有限公司, 云南 昆明 650200
基金项目:水利部公益性行业科研项目(201301033)
摘    要:为研究排气状态对非饱和土固相、液相和气相的分布影响,以排气状态为控制变量,通过不同饱和度、不同干密度的非饱和粘土和粉土的三轴剪切试验,分析了气相对非饱和土变形特性的影响。结果表明,试验过程中非饱和土表现出了明显的剪胀性,不同排气状态下的剪胀程度不同,且排气状态对粘土变形的影响较粉土显著。通过微观机理解释为试验过程中孔隙气压力的增大程度不同,会造成土体颗粒间不平衡力矩的差异性,从而导致剪胀程度的不同。

关 键 词:非饱和土    排气状态    变形    剪胀

Influence of Exhaust Condition on Deformation Characteristic of Unsaturated Soil
Abstract:To study the influence of exhaust condition on the distribution of the solid phase, liquid phase and gas phase, taking exhaust condition as the control variable, the influence of gas phase on the deformation characteristics of unsaturated soils is analyzed through triaxial shear test of unsaturated clay and silt with different saturation and dry density. The results show that unsaturated soil appears obvious shear dilatation in the process of experiment; the degree of shear dilatation is different under the different exhaust conditions; clay exhibits more obvious deformation than silt under exhaust condition. The microscopic mechanism explained by the difference of unbalanced moment between soil particles leads to different degrees of shear dilatation owing to the different varying degrees of pore air pressure in experimental process.
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