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2018
DOI: 10.15802/stp2018/130854
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Special Laboratory Testing Method for Evaluation Particle Breakage of Railway Ballast Material

Abstract: Purpose. There are special, standardized laboratory test methods to evaluate railway ballast particle breakage; they are the Los Angeles and the Micro-Deval abrasion test. The authors opine that these methods aren't the most adequate methods to assess the real ballast particle degradation because in reality never occurs these kinds of stresses and strains (i.e. particles in a rotating drum with or without steel balls and with or without water). A new laboratory test procedure is needed. The authors attempted t… Show more

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Cited by 5 publications
(4 citation statements)
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“…The deformation modulus of the ballast usually ranges from 100 to 200 MPa [15,31], although the specific value depends on various factors. For instance, the size of the stones included in the ballast, their geometric parameters, the level of contamination, and others can affect the deformation modulus.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The deformation modulus of the ballast usually ranges from 100 to 200 MPa [15,31], although the specific value depends on various factors. For instance, the size of the stones included in the ballast, their geometric parameters, the level of contamination, and others can affect the deformation modulus.…”
Section: Resultsmentioning
confidence: 99%
“…For the base railway construction, calculations were based on UIC 60 rails, reinforced concrete sleepers, a 60 cm thick ballast layer with a deformation modulus of 100 MPa, and a subgrade filled with soil with a deformation modulus of 35 MPa. The wheel load on the rail was assumed to be 125 kN [8,15]. Deterioration of the ballast condition was modeled by reducing the deformation modulus by 20%.…”
Section: Resultsmentioning
confidence: 99%
“…2) was used as the simulation cell in this study and is referred to as a 'box test'. The box test has been widely used to study railway track loading both experimentally and numerically [2,4,[25][26][27][28][29][30][31][32][33], due to time/cost efficiency. In this case, the modelled representative element is not completely repeatable, as adjacent sleepers are subjected to different phases of the cyclic moving loads ( \* MERGEFORMAT Fig.…”
Section: Introductionmentioning
confidence: 99%
“…Whatever the procedure for the alienation of lands in Ukraine, it must be emphasized that this important process at the stage of project implementation will require the implementation of all Ukrainian laws that govern these issues. Appropriate actions must be performed by the Project Customer (Fischer & Nėmeth, 2018). Using the existing infrastructure of the main stations of large cities Connection with city/subur-ban and other railway services at nodal points.…”
mentioning
confidence: 99%