2019
DOI: 10.20295/2223-9987-2019-3-67-88
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Assessment of the stress-strain behavior of structural elements of the railway superstructures in the Republic of Uzbekistan during the operation of rolling stock with increased axle loads

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Cited by 2 publications
(2 citation statements)
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“…Based on the analysis of the characteristics of the structures of the main, station and access roads, which are included in the balance of JSC "O'zbekiston temir yo'llari", the following track designs were selected for research [6][7][8][9][10]:  rails R65 and R50 types, laid on reinforced concrete sleepers (RCS) with a profile of sleepers 1840 pcs/km on crushed stone ballast (Cs);  R65 rails, laid on wooden sleepers of the first (I) type with a sleep pattern of 1600 and 1840 pcs/km on crushed stone ballast;  rails R65 and R50 types, laid on wooden sleepers of the second type with a profile of sleepers 1600 and 1840 pcs/km on gravel ballast (Gr);  R50 rails, laid on wooden sleepers of the second (II) type with a sleep pattern of 1600 and 1840 pcs/km on crushed stone ballast.…”
Section: Methodsmentioning
confidence: 99%
“…Based on the analysis of the characteristics of the structures of the main, station and access roads, which are included in the balance of JSC "O'zbekiston temir yo'llari", the following track designs were selected for research [6][7][8][9][10]:  rails R65 and R50 types, laid on reinforced concrete sleepers (RCS) with a profile of sleepers 1840 pcs/km on crushed stone ballast (Cs);  R65 rails, laid on wooden sleepers of the first (I) type with a sleep pattern of 1600 and 1840 pcs/km on crushed stone ballast;  rails R65 and R50 types, laid on wooden sleepers of the second type with a profile of sleepers 1600 and 1840 pcs/km on gravel ballast (Gr);  R50 rails, laid on wooden sleepers of the second (II) type with a sleep pattern of 1600 and 1840 pcs/km on crushed stone ballast.…”
Section: Methodsmentioning
confidence: 99%
“…The possibility of introducing new rolling stock into operation is determined by assessing the stress-strain state of the structural elements of the permanent way and the subgrade, which are indicators of the impact of rolling stock on the railway track [5][6][7][8][9].…”
Section: Introductionmentioning
confidence: 99%