Numerical Modeling of Embankments of Transport Structures Taking Into Account the Weak Underlying Layer
Abstract
The analysis of current trends in ensuring engineering stability during the construction and reconstruction of embankments of transport infrastructure, taking into account the weak underlying layer, is carried out. The results of solving two geotechnical problems for transport embankments with and without the underlying layer are presented. A calculation was performed in the MIDAS GTS NX PC and a numerical analysis of the filtration, stability and consolidation of the embankment during the reconstruction of transport territories, composed of three layers of a soil massif and a dam, which also consists of three layers with a clay core and drainage on the right side in the lower reaches and an embankment limited by the design stability of the retaining wall and from the existing building — sheet pile Larsen.
About the Author
N. V. Kupchikova
Federal State Budgetary Educational Institution of Higher Education «Russian University of Transport»; GBU Research Institute «MosTransProject»
Russian Federation
Russian Federation
Kupchikova Natalia Viktorovna Candidate of Technical Sciences, Senior Researcher at State Budgetary Institution «MosTransProject», Associate Professor of the
Department of «Building Structures, Buildings and Facilities»
101000, Moscow, Potapovsky Lane, 3, building 1
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21.
Review
For citations:
Kupchikova N.V. Numerical Modeling of Embankments of Transport Structures Taking Into Account the Weak Underlying Layer. Moscow Transport. Science and Designn. 2025;(1):43-54. (In Russ.)
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