Abstract
The permafrost region includes about 50% of seismic areas of Russia. One of the largest Russian railway lines, the Baikal–Amur Mainline (BAM), runs through these areas. Currently, there is much concern about the continuation of its construction in an effective manner and development of the adjacent areas that are rich in mineral resources and woods. Key characteristic factors of this region include permafrost occurring down to a depth of several hundred meters, long severe winter period, strong winds, seismic rating of up to 9 and higher. Earthquake consequences have never been considered as a natural disaster because the territory is sparsely populated. However, with anticipated populating and further development of this area in the nearest future, studying of seismic manifestation, as well as implementation of efficient solutions ensuring reliability of transport buildings and structures, will be an important national task. By reviewing geotechnical and seismic conditions in the mainline area, one of the most hazardous parts of the route can be defined, i.e., the western part where permafrost penetration is as deep as 200 m and deeper, with permafrost soil temperatures down to minus 6 °C with high ice content in the soil. This part of the mainline is characterized by rate 5–10 earthquake manifestations. In addition, mudflows, snow slips, and landslides are common in this part of the mainline. Seismic activity in this region is characterized not only by high degree of earthquake intensity, but also by frequency of earthquake manifestations. According to seismological information of researchers, in the mainline area rate 8 earthquakes can be expected to repeat in 15–20 years, rate 9 earthquakes can be expected to repeat in 60–70 years, and rate 10 earthquakes can be expected to repeat in 200–250 years. This repetition rate of earthquakes gives significant rise to the medium frequency of earthquakes in one geographic point of a seismic area, which is a parameter taken into account by seismic construction regulations. This paper discusses the issues of permafrost effects on the seismic hazard of the mainline area and includes recommendations for the need to consider these effects when designing facilities of transport infrastructure.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Solonenko VP (1979) Seismology and seismic zoning of the BAM route and its economic influence zone. Nauka, Siberian Branch, Novosibirsk
Solonenko VP (1981) Seismological conditions of the BAM construction area. Irkutsk Region Publishing House No. 1, Irkutsk
Grib SI (1983) Pile foundations on permafrost soils in seismic areas. Stroyizdat, Leningrad Division, Leningrad
Soloviev VS et al (1980) In: Fedorov DI (ed) Transportation buildings. Transport, Moscow
Solonenko VP (1964) Earthquakes and volcanoes of the Stanovoe upland. Priroda 9:102–110
Chemezov EN, Petrov AF, Blinova TE (2007) On seismic hazard on the territory of Yakutia. In: Vestnik of M.K. Ammosov North-Eastern Federal University, vol 4, no 3, pp 33–38
Polyakov SV (1978) Consequences of Severe Earthquakes. Stroyizdat, Moscow
TASS Home Page. https://tass.ru/proisshestviya/5857956. Access date 2018/12/20
Recommendations for Design and Construction of Continuous and Pile Foundations of Buildings for Transport Purposes in Conditions of Permafrost Soils and Seismic Activity. Central Institute of Scientific Information on Construction and Architecture (TsNIIS), Moscow (1976)
Recommendations for Spatial Arrangements and Structural Solutions of Buildings for Transport Purposes in Conditions of Permafrost Soils and Seismic Activity in the BAM Area. Central Institute of Scientific Information on Construction and Architecture (TsNIIS), Moscow (1975)
Kotov PI, Roman LT, Sakharov II, Paramonov VN, Paramonov MB (2015) Influence of thawing conditions and type of testing on deformation characteristics of thawing soil. Soil Mech Found Eng 52(5):254–261
Rempel AW (2007) Formation of ice lenses and frost heave. Earth Surf USA 70–76
Torre Jorgenson M, Racine CH, Walters JC, Osterkamp TE (2001) Permafrost degradation and ecological changes associated with a warming climate in Central Alaska, vol 48, no 4. Springer International Publishing AG, pp 551–579
Uzdin AM, Elizarov SV, Belash TA (2012) Earthquake-resistant structures of transport buildings and structures. Federal State Budgetary Educational Institution “Educational and Methodical Center for Education in Railway Transport”, Moscow
Eisenberg YaM, Gaiyrov BK, Katyshev MK, Melentiyev AM, Nemykin AN, Neimark LI, Podgorny VA, Smertin OS (1987) New effective solutions for seismic protection of buildings for construction in the complicated soil and geological, seismic, and climatic conditions of BAM and South-Yakutian Coal Field. Abstracts of reports of the All-union meeting (field session) “Seismicity, Geological Engineering, and Ground Water Hydrology of the BAM Zone”, pp 31–33. The Institute of Earth’s Crust, Siberian Branch of AS USSR, Irkutsk
Eisenberg YaM, Deglina MM, Mazhiyev KhN et al (1983) In: Eisenberg YaM (ed) Seismic isolation and adaptive seismic protection systems. Nauka, Moscow
Kharitonov VA (1978) Aseismic construction in areas of permafrost soil propagation. Central Institute of Scientific Information on Construction and Architecture (TsNIIS), Moscow
Belash TA, Sergeyev DA (2016) Implementation of principle of seismic isolation in buildings on permafrost soils residential construction. Zhilishchnoe Stroitelstvo Magazine No. 1–2, pp 47–50
Belash TA, Nudga IB, Sergeyev DA (2014) Foundation of aseismic building: patent 145799, Russian Federation, IPC E 04 H 9/02/; applicant and patent owner: Federal State-Funded Educational Institution of Higher Professional Education Emperor Alexander I St. Petersburg State Transport University, No. 2014120020/03; application made on 19.05.2014; published on 27.09.2014, Bulletin No. 27
Stepanova EV, Nudga IB, Sandovich TA, Al-Naser M Author’s certificate No. 1604937 [USSR]. Antiseismic support device Application made on 21.01.89, (21) 4657464/31–33; published on 07.11.90, Bulletin of Inventions No. 41, IPC E0201 27/34; E04H 9/02
Elizarov SV, Lugovaya EV (2005) Foundation of aseismic building: Utility model patent No. 46517, application 2005103717/22 dated 11.02.2005; published on 10.07.2005, Bulletin No. 19
Belash TA (2017) Non-traditional methods of seismic protection of transport buildings and structures. Federal State Budgetary Institution of Extended Education “Training and Methodological Center for Education in Railway Transport”, Moscow
Perelmuter AV, Slivker VI (2007) Stability of equilibrium of structures and related problems, vol 1. Moscow
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Belash, T.A., Uzdin, A.M. (2020). Effects of Permafrost on Earthquake Resistance of Transport Facilities in the Baikal–Amur Mainline Area. In: Petriaev, A., Konon, A. (eds) Transportation Soil Engineering in Cold Regions, Volume 1. Lecture Notes in Civil Engineering, vol 49. Springer, Singapore. https://doi.org/10.1007/978-981-15-0450-1_9
Download citation
DOI: https://doi.org/10.1007/978-981-15-0450-1_9
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-0449-5
Online ISBN: 978-981-15-0450-1
eBook Packages: EngineeringEngineering (R0)