Using hardening soil model for describing the behavior of varied density sandunder the load

The authors analyze the Hardening Soil Model possibilities for describing the soil behavior under the load, using numerical simulation of the stabilometric tests for varied density sand.According to the study, the assumption that dilatancy angle stays constant is correct only for the dense soil. On...

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Bibliographic Details
Main Authors: Orekhov Vyacheslav Valentinovich, Orekhov Mikhail Vyacheslavovich
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2014-02-01
Series:Vestnik MGSU
Subjects:
Online Access:http://vestnikmgsu.ru/files/archive/issues/2014/2/ru/11.pdf