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ESTIMATION OF FOUNDATION SETTLEMENT ON WEAK BASE SECTIONS

https://doi.org/10.30932/1992-3252-2017-15-4-9

Abstract

For the English abstract and full text of the article please see the attached PDF-File (English version follows Russian version).ABSTRACT In the development of embankment projects on a weak base (water-logged clay soils), the correct estimation of the size of the embankment settlement and broadening of the main site of the roadbed are of current importance. Analysis of the condition of the roadbed of the Naryn-Lugokan railway line, taking into account the presence of island permafrost, the specified operational characteristics, the geodetic survey data and the scientific and theoretical substantiations of the project. Keywords: railway, operating settlement, building settlement, weak foundation soils, permafrost, operational problems, site broadening.

About the Author

I. S. Ulanov
ООО «Китайская инженерная железнодорожная корпорация «Эр Юань», филиал корпорации в РФ
Russian Federation


References

1. СП 32-104-98.Проектирование земляного полотна железных дорог колеи 1520 мм.

2. ВСН 61-89.Изыскания, проектирование и строительство железных дорог в районах вечной мерзлоты.


Review

For citations:


Ulanov I.S. ESTIMATION OF FOUNDATION SETTLEMENT ON WEAK BASE SECTIONS. World of Transport and Transportation. 2017;15(4):102-108. https://doi.org/10.30932/1992-3252-2017-15-4-9

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ISSN 1992-3252 (Print)