Impact of PS on permeability of unsaturated ruins clay

被引:0
|
作者
Li Zui-xiong [1 ,2 ]
Shao Ming-shen [1 ]
Chen Rui [3 ]
机构
[1] Lanzhou Univ, Coll Civil Engn & Mech, Lanzhou 730000, Gansu, Peoples R China
[2] Dunhuang Acad China, Dunhuang 736200, Gansu, Peoples R China
[3] Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Guangdong, Peoples R China
关键词
potassium silicate (PS); unsaturated soil; pore; soil-water characteristic curve (SWCC); permeability;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The high-modulus potassium silicate (PS) is used to protect the earthen ruins under arid weathering condition, of which protective effect is good. The earthen ruins reinforced by PS show good permeability. VJ-T and pressure plate apparatus are used to study coefficient of permeability of saturated clay and soil-water characteristic curve (SWCC) of unsaturated clay before and after reinforcement by PS. The coefficient of permeability of unsaturated clay is predicted by correlated model. The results show coefficient of permeability increases more or less under different saturated conditions after reinforcement by PS, particularly evident in sample reinforced by 7% PS. This is because that PS changes geometric figure of these particles and the degrees of roundness to a great degree, which increases effective porosity. The reaction between PS and particle surface leads to a large pore structure to some extent and particle morphology, which leads to the increase of coefficient of permeability. SEM is used to analyse the influence of clay mineral, pore structure on coefficient of permeability of unsaturated remolded clay reacting with PS. The results can validate the permeability test well.
引用
收藏
页码:2039 / 2044
页数:6
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