Choosing and estimating shear resistance parameters of gravel soils

Choosing and estimating shear resistance parameters of gravel soils

This issue is dealing with new yield criterion for gravel soils development. The most popular criteria for non-cohesive soils are analysed and the parameters they are based on. Proposed yield criterion is based on invariant parameters and concerns friction, cohesion and engagement between particles....

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Main Authors: Mirnyy Anatoly, Merkin Valeriy
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20168603013
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spelling doaj-9d01fd9612ff4dc7b1991138075bff572021-02-02T08:32:48ZengEDP SciencesMATEC Web of Conferences2261-236X2016-01-01860301310.1051/matecconf/20168603013matecconf_ipicse2016_03013Choosing and estimating shear resistance parameters of gravel soilsMirnyy Anatoly0Merkin Valeriy1Moscow State University of Civil EngineeringMoscow State University of Civil EngineeringThis issue is dealing with new yield criterion for gravel soils development. The most popular criteria for non-cohesive soils are analysed and the parameters they are based on. Proposed yield criterion is based on invariant parameters and concerns friction, cohesion and engagement between particles. It also takes into account second principal stress by using a non-fixed sliding plane. The parameters of this criteria are physically justified and can be determined by standard soil test.http://dx.doi.org/10.1051/matecconf/20168603013
collection DOAJ
language English
format Article
sources DOAJ
author Mirnyy Anatoly
Merkin Valeriy
spellingShingle Mirnyy Anatoly
Merkin Valeriy
Choosing and estimating shear resistance parameters of gravel soils
MATEC Web of Conferences
author_facet Mirnyy Anatoly
Merkin Valeriy
author_sort Mirnyy Anatoly
title Choosing and estimating shear resistance parameters of gravel soils
title_short Choosing and estimating shear resistance parameters of gravel soils
title_full Choosing and estimating shear resistance parameters of gravel soils
title_fullStr Choosing and estimating shear resistance parameters of gravel soils
title_full_unstemmed Choosing and estimating shear resistance parameters of gravel soils
title_sort choosing and estimating shear resistance parameters of gravel soils
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2016-01-01
description This issue is dealing with new yield criterion for gravel soils development. The most popular criteria for non-cohesive soils are analysed and the parameters they are based on. Proposed yield criterion is based on invariant parameters and concerns friction, cohesion and engagement between particles. It also takes into account second principal stress by using a non-fixed sliding plane. The parameters of this criteria are physically justified and can be determined by standard soil test.
url http://dx.doi.org/10.1051/matecconf/20168603013
work_keys_str_mv AT mirnyyanatoly choosingandestimatingshearresistanceparametersofgravelsoils
AT merkinvaleriy choosingandestimatingshearresistanceparametersofgravelsoils
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