Details
| Title | Analysis of reinforced soil sustainability while tunnel construction // Magazine of Civil Engineering. – 2020. – № 3 (95). — С. 80-89 |
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| Creators | Polyankin A. G. ; Korolev K. V. ; Kuznetsov A. O. |
| Imprint | 2020 |
| Collection | Общая коллекция |
| Subjects | Транспорт ; Транспортные сооружения ; tunnels ; tunnel construction ; soil arrays ; soil stability ; reinforced soil ; vertical slopes ; slope stability ; тоннели ; строительство тоннелей ; массивы грунтов ; устойчивость грунтов ; армированные грунты ; вертикальные откосы ; устойчивость откосов |
| UDC | 624 |
| LBC | 39.11 |
| Document type | Article, report |
| File type | |
| Language | English |
| DOI | 10.18720/MCE.95.8 |
| Rights | Свободный доступ из сети Интернет (чтение, печать, копирование) |
| Record key | RU\SPSTU\edoc\65995 |
| Record create date | 6/3/2020 |
Object – reinforced ground array stability analisis. We have not found straight and general method of analysis in theory of limit equilibrium of soils (TLES). Methods – theory of stability (Culman method), method of limit parameters of TLES. A general scheme for solving the problem of the stability of vertical slopes reinforced with horizontal rods (rough and smooth) is developed, which takes into account the behavior of reinforcing elements not only in pulling and tension, but also in the vertical direction, whereby part of the weight of the wedge of failure is transferred over its boundaries to a fixed array.
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| ILC SPbPU Local Network | All |
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