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O. M. Patlasov, Y. M. Fedorenko
Pág. 15 - 23
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?. M. Patlasov,E. M. Fedorenko
Pág. 87 - 95
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O. M. Patlasov,S. O. Tokariev,Ye. O. Patlasov
Pág. 98 - 108
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M. A. Arbuzov,O. M. Patlasov,S. O. Tokariev
Pág. 64 - 78
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O. M. Patlasov,S. O. Tokariev
Pág. 88 - 100
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O. M. Patlasov,S. O. Tokariev
Pág. 121 - 131
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M. I. Umanov,A. M. Patlasov
Pág. 109 - 114
It is shown that estimation of the rail track by means of the standard deviations of track geometric parameters provides obtaining a more objective picture than using the existing criteria. This will allow better planning of the track repairs.
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I. O. Bondarenko,D. M. Kurgan,O. M. Patlasov,V. Ye. Savluk
Pág. 124 - 128
The tendencies of application of modern digital technique for carrying out the experimental research of the rolling stock effect on the track are shown. The possibility of determination of the elasticity module of the basis under a rail by results of mea...
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V. V. Rybkin,O. M. Patlasov,M. A. Arbuzov
Pág. 91 - 93
The article presents a method of determination of possibility of laying of long welded track on the repaired ground bed. Such criteria of the ground bed stabilization as stability parameter and stability coefficient are introduced.
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M. P. Sysyn,V. V. Rybkin,O. M. Patlasov
Pág. 188 - 193
A railway track model is considered in this paper. The model is a beam on elastic inertial basis with variable longitudinal elasticity under the influence of moving quasistatic loading. The investigation of the model is carried out on conditions that the...
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