Features of geotechnical monitoring of roadway construction on permafrost soils
https://doi.org/10.52170/1815-9265_2022_62_23
Abstract
The relevance is substantiated and the composition of geotechnical monitoring is recommended to accompany the intensive technology of increasing the bearing capacity of high-temperature permafrost soils. The content of the requirements for the safety of geotechnical structures during the construction period is outlined. The peculiarity of the intensive technology of the construction of the roadbed is noted, which consists in the production of work on unfinished and not fully protected structures using the maximum permissible construction loads. During construction, the design scheme and types of loads change, their negative combination is possible, especially when working on slopes and slopes. As a result, structures may be in a condition close to the limit in terms of stability under the influence of powerful construction equipment, the risk of deformations of the object increases. The expediency of regulating technological processes in order to improve the strength characteristics of the foundation of the roadbed on permafrost is shown. A method of technological regulation based on the results of geotechnical monitoring, including laser scanning and geophysical surveys in real time, has been developed. During the preparation of production, it is also necessary to provide for the possibility of activation of hazardous natural processes under intense loads – permafrost degradation, landslides and the development of taliks. The necessity of forecasting permafrost processes during the construction period is substantiated. During the construction of the roadbed, it is recommended to use soil compacting machines equipped with automated quality management systems and allowing stepless change of vibration roller loads. The experience of improving the deformation characteristics of weak foundations of the roadbed is described. The method of technological regulation of loads to the maximum permissible values is based on the analysis of the results of geotechnical monitoring and takes into account the possibilities of various modes of operation of soil compacting machines. The effectiveness of intensive technology combined with monitoring is to increase stability, stability and accelerate the consolidation of the roadbed.
About the Authors
A. A. LychkovskiyRussian Federation
Aleksandr A. Lychkovskiy – Post-graduate Student of the Design and Construction of Railways Department
Moscow
S. Ya. Lutskiy
Russian Federation
Svyatoslav Ya. Lutskiy – Doctor of Engineering, Professor of the Design and Construction of Railways Department
Moscow
References
1. Decree of the President of the Russian Federation No. 645 dated 10/26/2020 On the Strategy for the development of the Arctic zone of the Russian Federation and ensuring national security for the period up to 2035. President of Russia: official online resource. (In Russ.). URL: http://www.kremlin.ru/acts/bank/45972.
2. SP 22.13330. 2017. Foundations of buildings and structures. М.; 2016. 228 p. (In Russ.).
3. SP 25.13330.2012. Foundations and foundations on permafrost soils. М.; 2012. 123 p. (In Russ.).
4. SP 305.1325800.2017. Buildings and structures. Rules for conducting geotechnical monitoring during construction. M.: Standartinform; 2017. 61 p. (In Russ.).
5. Technical Regulations on the safety of buildings and structures: Federal Law of the Russian Federation dated December 23 2009, No. 384-FZ. M.; 2009. 30 p. (In Russ.).
6. Ashpiz E. S. Monitoring of the roadbed during the operation of railways. M.: Way-Press; 2002. 112 p. (In Russ.).
7. SP 447.1325800.2019. A set of rules. Railways in permafrost areas. M.: Standartinform; 2019. 40 p. (In Russ.).
8. Lutskiy S. Ya., Landsman A. Ya., Zabolotny V. A., Lychkovsky A. A. Complex technology and hydrogeological monitoring of weak base hardening. The Siberian Transport University Bulletin. 2019;(4):73–78. (In Russ.).
9. Lutskiy S. Ya., Shepitko T. V., Tokarev P. M., Dudnikov A. N. Construction of communication routes in the north. M.: LATMES; 2009. 286 p. (In Russ.).
10. Lutskiy S. Ya., Sakun B. V. Theory and practice of transport construction. M.: First Model Printing House; 2018. 304 p. (In Russ.).
11. Recommendations on intensive technology and monitoring of the construction of earthworks on weak foundations / Moscow Transport University (MIIT); [S. Ya. Lutsky et al.]. M.: Timr; 2005. 96 p. (In Russ.).
12. Kharkhuta N. Ya., Vasiliev Yu. M. Strength, stability and compaction of soils of the roadbed. M.: Transport; 1975. 285 p. (In Russ.).
13. Recommendations for accounting and prevention of deformations and forces of frost heaving of soils. M.: Stroyizdat; 1986. 72 p. (In Russ.).
14. Tsytovich N. A. Mechanics of frozen soils. M.: Higher School; 1973. 446 p. (In Russ.).
15. Li Guoyu, Li Ning, Quan Xiaojuan. The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai – Tibet railway. Cold Regions Science and Technology. 2006;(44):99–110.
16. Lutskiy S. Ya., Landsman A. Ya., Zabolotny V. A. Technology and efficiency of acceleration of consolidation of a weak foundation of the roadbed. Science and Technology of transport. 2019;(4):60–64. (In Russ.).
17. Lychkovskiy A. A. Fiber-optic cable in road construction. Collection of postgraduate readings. M.: Pen; 2020. P. 34–38. (In Russ.).
18. Floss R. Verdichtungstechnik im Erdbau und Verkehrswegebau. Deutschland. Koblenz, BOMAG GmbH & Co. OHG; 2001. 148p.
Review
For citations:
Lychkovskiy A.A., Lutskiy S.Ya. Features of geotechnical monitoring of roadway construction on permafrost soils. Bulletin of Siberian State University of Transport. 2022;(3):23-30. (In Russ.) https://doi.org/10.52170/1815-9265_2022_62_23