成渝线典型路基边坡对降雨过程的响应模拟
A Simulation of the Hydraulic and Mechanical Response to the Rainfall Process of the Typical Subgrade Slope in Chengdu-Chongqing Railway
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摘要: 成渝铁路典型路基边坡由砂泥岩互层及其风化带组成,顶部为2~5 m的砂粘土层。模拟实验表明,边 坡对降雨过程的水力学及力学响应取决于土层的初始渗透性、降雨方式和降雨量;能够对边坡渗流场和应力场 产生明显影响的降雨过程一般应同时满足3个条件:(1)雨前经历过较长时间的炎热天气,土层蒸发强烈、初始 渗透性良好;(2)降水过程以中到大雨开始,且持续较长时间;(3)降雨时间长,降水量大。Abstract: The typical subgrade slope of Chengdu-Chongqing railway is made of sandstone-mudstone layers and its weathering zones are covered by a sand layerwith a thickness of 2~5 m. Simulation tests indicate that the hydraulic and mechanical responses of the slope to a rainfall process is influenced by the initial permeability of the sand layer, the rainfall style and the rainfall amount. The rainfall process which can have a remarkable influence on the seepage field and stress field of the slope should satisfy the following requirements simultaneously: (1) due to a long time of hot weather before rain, the soil layer is intensely evaporated and its initial permeability is good; (2) the rainfall process begins with a moderate or a heavy rain, and continues for a longtime; and (3) the rainfall lasts a longtime, and the rainfall amount is great.
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Key words:
- subgrades /
- slope stability /
- rainfall process /
- responses /
- simulation test
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