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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | Russian |
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Belarusian National Technical University
2007-08-01
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| Series: | Nauka i Tehnika |
| Online Access: | https://sat.bntu.by/jour/article/view/1103 |
| Summary: | 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. |
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| ISSN: | 2227-1031 2414-0392 |