Combined Method of Ballastless Track Examination
For obtaining precise enough values of the required probabilistic characteristics it is necessary to carry out a large number of full-scale experiments demanding for considerable expenditures (especially in the case of ballastless track examination).
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Influence of Reflective Coating on Temperature Field and Temperature Effect of CRTS III Slab Ballastless Tracks on Bridges. [PDF]
Song L, Wu L, Cui C, Yu Z.
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A SAFT Method for the Detection of Void Defect inside a Ballastless Track Structure Using Ultrasonic Array Sensors. [PDF]
Zhu WF +6 more
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The time-dependent reliability of CRTS III slab ballastless track structures based on direct probability integral method. [PDF]
Wenchang Z +4 more
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Intelligent identification of ballastless track subgrade settlement based on vehicle-rail vibration data. [PDF]
Li C, Guo Y.
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Study on influence of cosine-shaped subgrade settlement at different positions on the deformation and interlayer contact behavior of unit slab ballastless track. [PDF]
Tan J +5 more
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Effects of Performance Variations in Key Components of CRTS I Slab Ballastless Track on Structural Response Following Slab-Replacement Operations. [PDF]
Wu W, Lu H, He Y, Xia H.
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Experimental Study on Vibration Attenuation Characteristics of Ballastless Track Structures in Urban Rail Transit. [PDF]
Guo W +7 more
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Influence of track irregularity on vibration accelerations of ballastless track subgrade
Yulong Xiang +3 more
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Study on interfacial mechanical properties and structural detail damage of CRTS II slab ballastless track. [PDF]
Song A, Yao G, Guo Y, Zhang G, Yu X.
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