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Please use this identifier to cite or link to this item: http://dspace.vgtu.lt/handle/1/4241

Title: Stress-strain States Differences in Specimens during Triaxial Compression and Direct Shear Tests
Authors: Medzvieckas, Jurgis
Dirgėlienė, Neringa
Skuodis, Šarūnas
Keywords: direct shear
triaxial compression
shear strength parameters
sand
stress-strain state
Issue Date: 2017
Publisher: Elsevier
Citation: Medzvieckas, J., Dirgėlienė, N., Skuodis, Š., 2017. Stress-strain States Differences in Specimens during Triaxial Compression and Direct Shear Tests. Procedia Engineering. Modern Building Materials, Structures and Techniques. 172, 739-745. https://doi.org/10.1016/j.proeng.2017.02.094
Series/Report no.: 172;
Abstract: This article compares the soil strength parameters obtained from data of triaxial compression and direct shear tests, both with dense samples of fine sand. Direct shear device and triaxial device have significant differences in stress – strain state, which is developed in the specimen during test. In order to evaluate the stress-strain state, the direct shear and triaxial tests were simulated with finite element program PLAXIS 3D.
Description: 12th international conference “Modern Building Materials, Structures and Techniques” (MBMST 2016)
URI: http://dspace.vgtu.lt/handle/1/4241
ISSN: 1877-7058
Appears in Collections:Konferencijų straipsniai

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