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Dangerous deformations of subgrade and methods of their calculation
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作者 Alexander Isakov 《Research in Cold and Arid Regions》 CSCD 2013年第4期353-362,共10页
The main reasons for a breach of trouble-free operation of the subgrade are the different kinds of deformation, such as Wain load impact on subgrade surface, loss of stability to subgrade slope, weight of embankment o... The main reasons for a breach of trouble-free operation of the subgrade are the different kinds of deformation, such as Wain load impact on subgrade surface, loss of stability to subgrade slope, weight of embankment on the base, and partial or complete failure of the railway track due to frost heaving. This paper gives a summary of deformation analysis methods being developed in Russia to estimate the operaling con- ditions of the railway subgrade. 展开更多
关键词 SUBGRADE RAILWAY fiost heave SLOPE
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