Influence of the characteristics of the ballast material on the deformation modulus of the operated ballast layer
https://doi.org/10.46973/0201-727X_2024_1_45
Abstract
The paper describes the field experimental studies which were carried out on active sections of the railway track. The research observed the ballast layer using direct methods to determine the properties of the material and the deformation modulus by dynamic tests from the impact force action through a round stamp using the ZORN ZFG 3.0 device. As full-scale sections, hauls with varying contamination and missed tonnage were selected as well as a section of the cargo yard track where the ballast layer had not been cleaned for a long time. Based on the results of the studies, the links between the abrasions of crushed stone, the resistance of crushed stone to impact on a pile driver and the clogging of the ballast layer were determined. It was obtained the links between the clogging of the ballast layer and the deformation modulus.
About the Authors
V. L. ShapovalovRussian Federation
Vladimir Leonidovich Shapovalov, Doctor of Engineering Sciences, Associate Professor
Chair «Track and Track Facilities»
Rostov-on-Don
V. V. Arkhipov
Russian Federation
Vitaly Viktorovich Arkhipov, Postgraduate Student
Chair «Railway Survey, Design and Construction»
Rostov-on-Don
A. G. Kochur
Russian Federation
Andrey Grigorievich Kochur, Doctor of Physical and Mathematical Sciences, Professor
Chair «Physics»
Rostov-on-Don
A. V. Morozov
Russian Federation
Andrey Vladimirovich Morozov, Candidate of Engineering Sciences
Chair «Physics»
Rostov-on-Don
M. V. Okost
Russian Federation
Maksim Victorovich Okost, Candidate of Engineering Sciences, Associate Professor
Chair «Track and Track Facilities»
Rostov-on-Don
References
1. Guidelines for the examination of the ballast layer CPT 16-77 / Institute of Railway Transport – Moscow : Transport, 1979. – 15 p.
2. Kolos, A. F. Blockage and contamination of crushed stone ballast during the operation of a railway track / A. F. Kolos // Izvestiya of the Saint Petersburg University of Railways. – 2022. – Vol. 19, No. 3. – P. 558–575. – DOI: 10.20295/1815-588X-2022-3-558-575.
3. Kolos, A. F. A method for estimating the coefficient of the shape of crushed stone grains used in the ballast layer of a railway track / A. F. Kolos, E. A. Lebedeva, V. G. Gladiy // Bulletin of the Ural State University of Railways. – 2021. – No. 4 (52). – P. 59–67. – DOI: 10.20291/2079-0392-2021-4-59-67.
4. Assessment of sources of pollution of the ballast layer from granite rubble and modeling of destruction and abrasion of crushed stone particles under dynamic loading / A. A. Abrashitov, A. A. Zaitsev, A.V. Semak, L. A. Shavrin // Modern problems of design, construction and operation of railway tracks : proceedings of the XIII International Scientific and Technical Conference. Readings dedicated to the memory of Professor G. M. Shakhunyants, Moscow, March 31 – April 01, 2016. – Moscow : MGUPS of Emperor Nicholas II, 2016. – P. 184–187. – EDN: YKPXBB.
5. Application of microwave methods for the determination of ballast material clogging / V. A. Yavna, V. L. Shapovalov, A. V. Morozov, K. M. Ermolov // Geophysics 2015 – 11<sup>ер</sup> EAGE International Scientific and Practical Conference and Exhibition on Engineering and Mining Geophysics, Gelendzhik, April 20–24, 2015. – Gelendzhik : EAGE All Rights, 2015. – P. 33. – DOI: 10.3997/2214-4609.201412252.
6. GOST 7392-2014. Crushed stone from dense rocks for the ballast layer of the railway track. Technical specifications. – Moscow : Standartinform, 2015. – 32 p.
7. GOST 8269.0-97. Crushed stone and gravel from dense rocks and industrial waste for construction work. Methods of physical and mechanical tests. – Moscow : Standartinform, 2018. – 65 p.
8. GOST 5180–2015. Soils. Methods of laboratory determination of physical characteristics. – Moscow : Standartinform, 2016. – 20 p.
9. Operating manual of the electronic dynamic soil density meter with a light falling load ZORN ZFG 3.0. – Stendhal, 2011. – 29 p.
10. GOST R 59866–2022. Public automobile roads. Indicators of deformability of structural layers of pavement made of non-cohesive materials and soils of the roadbed. Technical requirements and methods of determination. –Moscow : Russian Institute of Standardization, 2022. – 33 p.
Review
For citations:
Shapovalov V.L., Arkhipov V.V., Kochur A.G., Morozov A.V., Okost M.V. Influence of the characteristics of the ballast material on the deformation modulus of the operated ballast layer. Vestnik Rostovskogo Gosudarstvennogo Universiteta Putej Soobshcheniya. 2024;(1):45-54. (In Russ.) https://doi.org/10.46973/0201-727X_2024_1_45
JATS XML