Three Dimensional Finite Element Analysis of Deep Excavations’ Concave Corners
| Autor: | Attila Szepesházi, Balázs Móczár, András Mahler |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Engineering
business.industry 0211 other engineering and technologies Rotational symmetry Geometry Excavation Diaphragm (mechanical device) 02 engineering and technology Structural engineering Geotechnical Engineering and Engineering Geology Finite element method 021105 building & construction Deep excavation Bending moment Anisotropy business 021101 geological & geomatics engineering Civil and Structural Engineering Plane stress |
| Zdroj: | Periodica Polytechnica Civil Engineering. :371-378 |
| ISSN: | 1587-3773 0553-6626 |
| DOI: | 10.3311/ppci.8608 |
| Popis: | The behavior of deep excavation’s retaining structures may become rather complex near the corners. The vicinity of concave corners is an especially problematic zone, and causes numerous problems in everyday practice. Conventional 2D analyses considering axisymmetric or plane strain conditions cannot be used in such cases due the spatial nature of the problem. A set of three dimensional finite element analyses have been performed aiming better understanding of soil and structure behavior near excavations’ concave corners and evaluating the influence of corner angle. The bending moment arising in anisotropic diaphragm walls near the concave corners are summarized, and compared to 2D plane strain and axisymmetric results. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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