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Experimental Study on Earth Pressure of Corrugated Steel Culvert under High Fill Embankment

机译:高填充路堤下瓦楞钢涵洞接地压力的实验研究

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摘要

To analyze the earth pressure of corrugated steel culvert under high fill embankment, a field test was taken and the change law was got with the filling height increasing, the force state when geotechnical grilles were laid on the top of corrugated steel culvert was compared to that of reinforced concrete slab culvert. Results show that the pressure on the top of corrugated steel culvert is smaller than that on the external in same level when test points are near to culvert, the values of test points above and below geotechnical grilles are close, and the pressure of corrugated steel culvert is smaller than that of reinforced concrete slab culvert when filling height is above 7.3 m. So analysis indicates corrugated steel culvert spreads the upper load better, the geotechnical grille can reduce the pressure effectively through earth pressure redistribution, and the mechanical property of corrugated steel culvert is better than reinforced concrete slab culvert under high fill embankment.
机译:为了分析高填充路堤下瓦楞钢涵洞的地球压力,采取了一个田间试验,随着填充高度的增加,变化法达到了岩土烧烤岩石覆盖的力状态,与此相比钢筋混凝土板涵洞。结果表明,当测试点靠近涵洞时,波纹钢涵洞顶部的压力小于外部水平的外部,岩土内烤架上方和下方的测试点的值是关闭的,并且波纹钢涵洞的压力填充高度高于7.3米时,小于钢筋混凝土板涵洞。因此,分析表明瓦楞钢涵洞更好地展开了上负荷,通过地球压力再分配可以有效地减少压力,波纹钢涵洞的力量优于高填充路堤下的钢筋混凝土板涵洞。

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