Through applying the conventional triaxial immersion tests, the properties of deformation of increasing dampness were studied, which was under different collapsible effects.
采用常规的三轴浸水试验，研究了湿陷性黄土在不同的外力和水的组合作用下的增湿变形特性。
参考来源 - 基于广义塑性力学原理的黄土湿陷变形本构关系的研究探讨This paper,based on Gypsum breccia that comes from tunnel of railway from ShiJiaZhuang to TaiYuan in TaiHang mountain of SanXi province,studies behaviour on moistening deformation experiments of Gypsum Breccia.
本文结合石家庄至太原客运铁路专线隧道项目,以山西太行山地区膨胀岩(膏溶角砾岩)为对象开展增湿变形试验特性研究。
参考来源 - 膏溶角砾岩增湿变形特性试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
在经过改造的三轴仪上对安康击实膨胀土进行增湿变形特性试验研究。
The stage moistening deformation tests are performed for the compacted expansive soil in Ankang using improved triaxial apparatus.
根据试验结果分析了这两种土的应力应变关系曲线、增湿变形过程中基质吸力变化特点及增湿变形类型。
The relationships between stress and strain of both soils and the variation of suction in the process of deformation are analyzed.
因此，单就其变形的后果而言，湿陷性黄土在一定应力状态下的浸水增湿与对黄土施加附加力荷载有等效作用。
Hence, as for as the result of its deformation is concerned, collapse loess upon wetting at a state of certain stress is equivalent to that with applied extra load.
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