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Effect of Compactness Degree on the Hydraulic Properties for Coarse Soils of High-Speed Railway Embankment

机译:紧凑程度对高速铁路路堤粗土水性能的影响

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Stability of the high-speed railway embankment is highly influenced by moisture content, the determination of which needs its hydraulic property. The embankment consists of coarse soils with high compactness degree. Till now, hydraulic properties of such coarse soils are not fully studied. In this article, a large scale column, which could measure the volumetric water content and suction, was adopted to study the hydraulic properties of three types of coarse soils. The compactness degrees of soil samples were 0.85, 0.90 and 0.93 respectively. The soil-water characteristic curves (SWCCs) could be gained directly and the hydraulic conductivities could be calculated through instantaneous profile method. The SWCCs and unsaturated conductivities of different soils were presented and compared. The results showed that compactness degree had an influence on SWCC (e.g., the air-entry value, the slope and the residual matric suction) and the unsaturated permeability.
机译:高速铁路路堤的稳定性受到水分含量的高度影响,确定其液压性能的测定。堤防由具有高紧凑程度的粗糙土壤组成。到目前为止,不完全研究这种粗糙土壤的液压性能。在本文中,采用了一种可以测量体积水含量和吸力的大型柱,以研究三种粗糙的粗糙土壤的液压性能。土壤样品的紧凑程度分别为0.85,0.90和0.93。可以直接获得土壤 - 水特性曲线(SWCC),并且可以通过瞬时轮廓方法计算液压传导性。提出并比较了不同土壤的SWCC和不饱和导电性。结果表明,紧凑程度对SWCC(例如,空中入口值,斜坡和残留型吸力)的影响以及不饱和渗透性的影响。

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