Non-cohesive soil direct shear strength affected with hydrostatic pressure / Nesankabaus grunto su hidrostatiniu slėgiu kerpamojo stiprio rodikliai

This paper presents first results of non­cohesive soil direct shear tests with hydrostatic pressure. To reach this aim, it was chosen the Baltic Sea Klaipėda sand, due to granulometry composition and particles shape. According to this, investigated Baltic Sea sand can be called Lithuanian standard...

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Bibliographic Details
Main Authors: Tadas Tamošiūnas, Šarūnas Skuodis
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2017-12-01
Series:Mokslas: Lietuvos Ateitis
Subjects:
Online Access:http://journals.vgtu.lt/index.php/MLA/article/view/407

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