CAVITIYLESS DRAIN OF COMPOSITE PROFILE REINFORCED WITH DRAINAGE PIPE
Abstract and keywords
Abstract (English):
Purpose: Calculated substantiation of cavityless drain structure that provides for effective draining of poorly permeable soils. Hydraulic calculation methodology of composite profile cavityless drain, laid with a slope but without inclusion thitherwards of a drainage pipe, was developed earlier. Drainage pipe reinforces drainage capability of cavityless drain with the preservation of all its other advantages. Methods: Known differential equation of liquid filtration in a soil is used. It’s of special importance that the calculation method may be used at all modes of water movement in a drainage: laminar, transient or turbulent. The dependencies substantiated with experiments, held by Northern Scientific-Research Institute of Hydrotechnique and Melioration, were applied for transient and turbulent modes. The complex form of drainage transection is taken into account with the help of special coefficient which leads it to equivalent by area rectangular section. It’s proved that such transfer doesn’t lead to significant inaccuracy of results obtained. Results: Dependencies have been obtained allowing to calculate consumptions, flowing along drain cavityless part and along drain pipe. If drain is long, it’s feasible to divert a water periodically from it in lateral direction by collectors. Dependencies are derived which according to, the distance between intermediary collectors, whereto a water comes from drains that’re laid with a slope, and the water depth in drain cavityless part in characteristic sections are defined. Practical significance: Cavityless drainage is applied in agriculture, in the systems of engineering protection from environmental sinking and pollution. Cavityless drains of composite profile have attracted railwaymen’s attention providing effective draining of subgrade, they simultaneously increase its bearing capacity. Its application is especially effective on poorly permeable soils when laying in the zone of seasonable freezing of soils.

Keywords:
Cavityless drain, hydraulic calculation, drainage, subgrade, composite section
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References

1. Kolos A. Reducing of negative heavy axle load impact on the railway track structure / A. Kolos, A. Petriaev, I. Kolos et al. // AIP Conference Proceedings. - 2021. - DOI:https://doi.org/10.1063/5.0063962.

2. Kolos A. Railway subgrade stressed state under the impact of new-generation cars with 270 kN axle load / A. Kolos, A. Romanov, V. Govorov et al. // Lecture Notes in Civil Engineering. - 2020. - I. 49. - Pp. 343-351. - DOI:https://doi.org/10.1007/978-981-15-0450-1_35.

3. Kolos A. Bearing capacity of high embankment clay soils in terms of heavy axle load operation / A. Kolos, A. Romanov, E. Shekhtman et al. // Lecture Notes in Civil Engineering. - 2020. - I. 49. - Pp. 403-412. - DOI:https://doi.org/10.1007/978-981-15-0450-1_42.

4. Lazorenko G. Dynamic behavior and stability of soil foundation in heavy haul railway tracks: A review / G. Lazorenko, A. Kasprzhitskii, Z. Khakiev et al. // Construction and Building Materials. - 2019. - DOI:https://doi.org/10.1016/j.conbuildmat.2019.01.184.

5. Kolos A. Study on railway elastic substructure vibration under heavy axle load / A. Kolos, A. Petriaev, A. Konon // AIP Conference Proceedings. - 2021. - DOI:https://doi.org/10.1063/5.0063961.

6. Blazhko L. S. Enhancement of Subgrade's Bearing Capacity in Low Water Permeable (Clay) Soils / L. S. Blazhko, V. I. Shtykov, E. V. Chernyaev // Procedia Engineering. - 2017. - Vol. 189. - Rp. 710-715.

7. Bogomolova N. The study of railway embankment deformations in cold regions / N. Bogomolova, M. Bryn, A. Nikitchin et al. // Lecture Notes in Civil Engineering. - 2020. - Iss. 50 - Pp. 223-229. - DOI:https://doi.org/10.1007/978-981-15-0454-9_24.

8. Yang G. S. Study of thawing and consolidation law of ice-rich embankment / G. S. Yang, B. Bai, X. L. Yao // Yantu Lixue. Rock Soil Mech. - 2020. - Iss. 41.

9. Bogomolova N. Features of engineering surveys in areas of permafrost prevalence by the example of the project “northern latitudinal way” / N. Bogomolova, Y. Milyushkan, S. Shkurnikov et al. // Lecture Notes in Civil Engineering. - 2020. - Iss. 50. - Pp. 215-221. - DOI:https://doi.org/10.1007/978-981-15-0454-9_23.

10. Yang G. L. Study on earth pressures in expansive soil roadbed under weather influence / G. L. Yang, X. J. Huang // Chinese J. Geotech. Eng. - 2005. - Iss. 27.

11. Nguyen T. T. Mud pumping under railtracks: Mechanisms, assessments and solutions / T. T. Nguyen, B. Indraratna, R. Kelly et al. // Australian Geomechanics Journal. - 2019. - Iss. 54(4).

12. Leus O. Strength properties of ballast layer, created from new and recycled crushed stone ballast / O. Leus, I. Menendez Pidal, A. Kolos et al. // IOP Conference Series: Earth and Environmental Science. - 2021. - Iss. 942(1). - DOI:https://doi.org/10.1088/1755-1315/942/1/012026.

13. Kaushik M. K. Drainage Performance of Different Sizes Tire Chips used Alone and Mixed with Natural Aggregates as Leachate Drainage Layer Material / M. K. Kaushik, A. Kumar, A. Bansal // Geotech. Geol. Eng. - 2016. - DOI:https://doi.org/10.1007/s10706-015-9937-x.

14. Shtykov V. I. Hydraulic calculation of non-cavity triangular cross-section drains in transient regime / V. I. Shtykov, A. B. Ponomarev // Proceedings of Petersburg Transport University. - Saint-Petersburg, 2019. - Vol. 16., iss. 3. - Pp. 523-532. - DOI:https://doi.org/10.20295/1815-588X-2019-3-523-532.

15. Shtykov V. Hydraulic Analysis of a Sloped Trapezoidal Non-cavity Drain Improved by a Pipe Drainage / V. Shtykov, A. Ponomarev, J. Yanko // Transportation Research Procedia. - 2021. - Iss. 54. - Pp. 768-774. - DOI:https://doi.org/10.1016/j.trpro.2021.02.129.

16. Shtykov V. I. Hydraulic calculation of non-cavity complex cross-section drains / V. I. Shtykov, Yu. G. Yanko // Bulletin of scientific research results. - 2021. - Iss. 1. - Pp. 33-49. - DOI:https://doi.org/10.20295/2223-9987-2021-1-33-49.

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