Stability of Reinforced Retaining Walls
The paper contains formulae for determination of reinforced soil pressure on a retaining wall when it is displaced in a foundation pit direction and in case of rigid, unmanageable wall that is in contact with soil.Laboratory tests for determination of deformation and strength characteristics of rein...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | Russian |
| Published: |
Belarusian National Technical University
2005-10-01
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| Series: | Наука и техника |
| Online Access: | https://sat.bntu.by/jour/article/view/1390 |
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| Summary: | The paper contains formulae for determination of reinforced soil pressure on a retaining wall when it is displaced in a foundation pit direction and in case of rigid, unmanageable wall that is in contact with soil.Laboratory tests for determination of deformation and strength characteristics of reinforced sand soil (Е, Ез, ν, νз, φ) have been carried out. Analysis of these characteristics makes it possible to conclude the fact that an increase in a relative area (αh) of reinforced elements entails a decrease in the Poisson’s coefficients (v, Vb) and an increase in a modulus of general deformation (E). |
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| ISSN: | 2227-1031 2414-0392 |