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A case study of reinforced pavement above trench under urban traffic load

机译:城市交通荷载下沟渠上方加筋路面的案例研究

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Every year, trenches are being excavated through an existing pavement in Iran for installing urban waste water pipelines. The pavements constructed over these trenches undergo large permanent settlement as many times these trenches are not filled back properly. To reduce the settlements, geogrids have been used at the top of the base course. This case study presents the observed settlements of unreinforced and geogrid reinforced pavement, under urban traffic load, monitored over a period of twelve months. It was observed that the geogrids were highly effective in reducing the settlements in the pavement. The results obtained also show that the geogrids improve the stiffness and strength of the pavement and control the rut formation.
机译:每年,都会在伊朗现有的人行道上开挖沟渠,以安装城市废水管道。在这些沟渠上建造的人行道经历了永久性的大沉降,因为很多次这些沟渠没有被适当地回填。为了减少沉降,在基层路线的顶部使用了土工格栅。本案例研究介绍了在城市交通负荷下观察到的未加固和土工格栅加固路面的沉降情况,并在十二个月的时间内进行了监测。据观察,土工格栅在减少人行道上的沉降方面非常有效。获得的结果还表明,土工格栅提高了路面的刚度和强度,并控制了车辙的形成。

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