ASSESSMENT OF STRESS-STRAIN STATE OF SOIL MASS OF DOCK-TYPE LOCK CHAMBER

ASSESSMENT OF STRESS-STRAIN STATE OF SOIL MASS OF DOCK-TYPE LOCK CHAMBER

The article focuses on the assessment of stress-strain state of soil mass of dock-type lock chamber. Numerical modeling of the soil mass of dock-type lock chamber with a continuous bottom is performed. The soil model was selected, and calculation of stress-strain state of the lock chamber soil mass...

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Bibliographic Details
Main Authors: Fedorova Tatiana Sergeevna, Levachev Stanislaw Nikolaevich
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2017-05-01
Series:Vestnik MGSU
Subjects:
Plaxis
numerical modeling
PLAXIS programming and computing suite
hardening soil model
soil parameters
lock chamber
Online Access:http://vestnikmgsu.ru/index.php/archive/article/download/3697

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