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V. D. Petrenko,V. T. Huzchenko,O. L. Tiutk?n,D. V. Tiutk?n
Pág. 127 - 138
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V. D. Petrenko,V. T. Huzchenko,O. L. Tiutkin,A. M. M. Alkhdur
Pág. 139 - 144
In the article the results of comparative analysis of variants of strengthening the ground bed by the smalldeformable layer are presented.
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V. D. Petrenko,V. T. Huzchenko,A. M. M. Alkhdour
Pág. 101 - 105
In the article the results of influence of deformation descriptions of strengthening layer on the tensed-anddeformed state of railway embankment are presented. The comparative FEM analysis has allowed finding out that such type of strengthening has no po...
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V. D. Petrenko,V. T. Huzchenko,O. L. Tiutkin,A. M. M. Alkhdur
Pág. 107 - 111
In the article the results of comparative analysis of two variants of the ground bed strengthening are presented. The mathematical simulation conducted on the basis of finite-element method has given a possibility to testify that both variants of strengt...
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V. D. Petrenko,V. T. Huzchenko,O. L. Tiutkin
Pág. 150 - 158
In the article the results of numerical analysis of tensions and deformations of railway embankment with the variants of its strengthening by reinforced concrete plates and compensative layer are presented.
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