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- W2382937923 abstract "A large number of studies have shown that the differential settlement of embankment lead to the early damage of pavement under the repeat loading;so as to severely affect the service performance of the road.But the differential settlement of the embankment has not been taken into account in the pavement structure design.Based on the results of these studies,by using ABAQUS FEM program,pavement's dynamic response under repeat vehicle loads,under which the subgrade has transverse differential settlement,has been analyzed in this thesis.The results show that the transverse differential settlement has serious impact on the typical asphalt pavement.The damage variable is used to describe the quantitative damage process of pavement;and also refer to the safety factor value of the subgrade slope stability.Then the limited transverse differential settlement of subgrade for typical asphalt pavement structure in mountain area,which is 2.2‰,is proposed and suggested to be considered in the pavement design.It should be effective to avoid the early damage of pavement as a result of the differential settlement of embankment,so as to improve the design and construction standards of mountainous highways." @default.
- W2382937923 created "2016-06-24" @default.
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- W2382937923 date "2010-01-01" @default.
- W2382937923 modified "2023-09-23" @default.
- W2382937923 title "Research of transverse differential settlement of subgrade allowed by typical asphalt pavement structure in mountainous highways" @default.
- W2382937923 hasPublicationYear "2010" @default.
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