RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE

The method for determining ultimate resistance to shift of soils reinforced with a solid geolattice is developed. The condition of strength, being analogous to Mohr – Coulomb theory and with account of new coefficient values of an internal friction and bonding a «soil – geolattice» composite is work...

Full description

Bibliographic Details
Main Authors: P. A. Lyshchyk, S. S. Makarevich, S. V. Kraskovsky
Format: Article
Language:Russian
Published: Belarusian National Technical University 2007-08-01
Series:Nauka i Tehnika
Online Access:https://sat.bntu.by/jour/article/view/1103
id doaj-af2008368b8543c6ba899ee720275826
record_format Article
spelling doaj-af2008368b8543c6ba899ee7202758262021-07-29T08:29:25ZrusBelarusian National Technical UniversityNauka i Tehnika2227-10312414-03922007-08-01045810.21122/2227-1031-2007-0-4-5-81031RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICEP. A. Lyshchyk0S. S. Makarevich1S. V. Kraskovsky2Belarusian National Technical UniversityBelarusian National Technical UniversityBelarusian National Technical UniversityThe method for determining ultimate resistance to shift of soils reinforced with a solid geolattice is developed. The condition of strength, being analogous to Mohr – Coulomb theory and with account of new coefficient values of an internal friction and bonding a «soil – geolattice» composite is worked out. The influence of a geolattice on the strength of a reinforced layer is estimated by the coefficient of reinforcement.https://sat.bntu.by/jour/article/view/1103
collection DOAJ
language Russian
format Article
sources DOAJ
author P. A. Lyshchyk
S. S. Makarevich
S. V. Kraskovsky
spellingShingle P. A. Lyshchyk
S. S. Makarevich
S. V. Kraskovsky
RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
Nauka i Tehnika
author_facet P. A. Lyshchyk
S. S. Makarevich
S. V. Kraskovsky
author_sort P. A. Lyshchyk
title RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
title_short RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
title_full RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
title_fullStr RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
title_full_unstemmed RESISTANCE TO SHIFT OF SOIL REINFORCED WITH SOLID GEOLATTICE
title_sort resistance to shift of soil reinforced with solid geolattice
publisher Belarusian National Technical University
series Nauka i Tehnika
issn 2227-1031
2414-0392
publishDate 2007-08-01
description The method for determining ultimate resistance to shift of soils reinforced with a solid geolattice is developed. The condition of strength, being analogous to Mohr – Coulomb theory and with account of new coefficient values of an internal friction and bonding a «soil – geolattice» composite is worked out. The influence of a geolattice on the strength of a reinforced layer is estimated by the coefficient of reinforcement.
url https://sat.bntu.by/jour/article/view/1103
work_keys_str_mv AT palyshchyk resistancetoshiftofsoilreinforcedwithsolidgeolattice
AT ssmakarevich resistancetoshiftofsoilreinforcedwithsolidgeolattice
AT svkraskovsky resistancetoshiftofsoilreinforcedwithsolidgeolattice
_version_ 1721255812529127424