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Simulation results show that the suggested thickness for the upper layer pavement thickness is 3.5 cm–4.5 cm and the lower layer is 5 cm ∼ 7 cm.
Once the intermittent hydrodynamic load and swash caused any deformation (bump or dent) of the pavement layer, pavement fractions (slabs or rubble) on the slope started to be initiated and removed by the water.
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In this paper, a new multi-layer pavement system subject to blast load was developed.
It is also observed that the new multi-layer pavement system had better blast resistance than conventional pavement system.
Efficient methods to further improve the blast resistance of the SHS multi-layer pavement system were also recommended.
One is a normal concrete pavement, as control, and the other is the new multi-layer pavement.
It was found that the new multi-layer pavement performed better than conventional pavement system when subjected to blast load.
A series of field blast test was conducted to evaluate the behavior of the new multi-layer pavement in the field condition.
At the same time, a 3D finite element numerical modeling is employed to evaluate the dynamic behavior of the normal concrete pavement and the new multi-layer pavement system subject to blast load.
In multi-layer pavement system, horizontal loading created by tire-pavement friction during brake or acceleration of vehicle is found to be an essential effect that induces top-down cracking in asphalt surface and interlayer debonding.
This multi-layer pavement system consisted of Asphalt Concrete (AC) layer reinforced with Geogrid (GST), followed by High Strength Concrete (HSC) layer and then Engineered Cementitious Composites (ECC) layer, taking into account their relative advantages in terms of strength and relative ductility.
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