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- W2380296100 abstract "On the base of finite element theory,by using the ANSYS software,the calculation model of CRTS-Ⅱ slab track on railway subgrade was established,and then the CRTS-Ⅱ slab track's stress state and deformation state were studied under the influences of the different de-bonding lengths and debonding depths between the track slab and the emulsified cement asphalt mortar(CA mortar).The results show that:compared to the normal work condition of the CA mortar,the de-bonding of CA mortar will cause the increases of the deformation and the stress of track structure.Under the joint action of train static load and positive temperature gradient,when the length of the de-bonding reaches to 2.6 meter,the vertical deformation of track slab will increase from 0.397 mm to 0.937 mm,and the pressure stress of CA mortar will increase from 30.33 kPa to 111.57 kPa.With the increase of the de-bonding depth,the deformation and stress of track structure will increase rapidly." @default.
- W2380296100 created "2016-06-24" @default.
- W2380296100 creator A5071815527 @default.
- W2380296100 date "2013-01-01" @default.
- W2380296100 modified "2023-09-24" @default.
- W2380296100 title "Influence on CRTS-II Slab Track Caused by the De-bonding of Emulsified Cement Asphalt Mortar" @default.
- W2380296100 hasPublicationYear "2013" @default.
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