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Estimation of Water Level in Road Embankment by Transient Unsaturated Seepage Analysis

机译:瞬态不饱和渗流分析估计道路路堤水位

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Estimation of water level for the persistent situation or prior to earthquake is crucial for evaluation of seismic performance of road embankments. Numerical modeling studies are conducted to investigate effects of several parameters on the water level in the embankment. Variation of rainfall intensity, size of embankment, thickness of permeable foundation, saturated permeability, and soil-water characteristic curve are considered. Parametric study reveals that height of embankment is proportional to convergent water level, time of water level rising onset, and convergent time. Rainfall intensity and permeability in the saturated condition are inversely proportional to these parameters. Considering the possible range of the road width and slope angle, relative thickness of the permeable foundation to the embankment height is the most influential factor on the water level in the embankment among the proportion parameters.
机译:持续情况或地震前的水位估计对于评估道路堤的地震性能至关重要。进行了数值建模研究,以研究几个参数对堤防水位的影响。考虑了降雨强度,堤防大小,渗透性基础,饱和渗透性和土壤 - 水特征曲线的变化。参数研究表明,路堤的高度与收敛水位成比例,水位上升起起的时间和收敛时间。饱和条件下的降雨强度和渗透性与这些参数成反比。考虑到道路宽度和斜坡角度的可能范围,渗透性高度的相对厚度是比例参数在堤坝中最有影响力的因素。

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