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- W583439809 abstract "The different settlements between the head of the bridge and subbed createthe pavement roughness.The value of the roughness which is called the bump at bridge-head influences the comfort of users.For getting the quota data of the bump at bridge-head,the human weighed acceleration root mean square (RMS) was chosen as the evaluation index of ride comfort when thevehicle was passing through bridge-head. Road unevenness time-domain model of bridge-approach junction was build up according to exponential curvewhich fits vertical section settlement curve. Differential settlement control criteria was set up after studying the factors which affect ride comfort greatly,including velocity, maximum differential settlement between bridge and subbed, and subbed settlement length. The study can be used notonly as a rule for estimating weather or not the bump at bridge-head occurred, but also as a reference for control criteria of differential settlement on common subbed." @default.
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- W583439809 date "2008-06-01" @default.
- W583439809 modified "2023-09-23" @default.
- W583439809 title "Differential Settlement Control Criteria of Bridge-approach Junction Based on People-vehicle-road Interaction" @default.
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