Parametric and Comparative Study of a Flexible Retaining Wall
| Autor: | Aissa Chogueur, Zadjaoui Abdeldjalil, Philippe Reiffsteck |
|---|---|
| Přispěvatelé: | Faculté des Sciences de la Nature et de la Vie et des Sciences de la Terre et de l'Univers (Tlemcen), Université Aboubekr Belkaid - University of Belkaïd Abou Bekr [Tlemcen], Sols, Roches et Ouvrages Géotechniques (IFSTTAR/GERS/SRO), Communauté Université Paris-Est-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR) |
| Rok vydání: | 2017 |
| Předmět: |
NUMERICAL MODELING
Materials science MUR DE SOUTENEMENT Interface (Java) 0211 other engineering and technologies SUBGRADE REACTION Numerical modeling 02 engineering and technology 010502 geochemistry & geophysics Retaining wall 01 natural sciences FINITE ELEMENTS INCERTITUDE 021101 geological & geomatics engineering 0105 earth and related environmental sciences Civil and Structural Engineering Parametric statistics Centrifuge business.industry MODELE NUMERIQUE Structural engineering Geotechnical Engineering and Engineering Geology Finite element method [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of the structures [physics.class-ph] INTERFACE Subgrade reaction METHODE DES ELEMENTS FINIS RETAINING WALL CENTRIFUGE DIAPHRAGM WALL business SOL DE FONDATION |
| Zdroj: | Periodica Polytechnica Civil Engineering Periodica Polytechnica Civil Engineering, he Faculty of Civil Engineering of the Budapest University of Technology and Economics, 2018, 62 (2), pp. 295-30. ⟨10.3311/PPci.10749⟩ |
| ISSN: | 1587-3773 0553-6626 |
| DOI: | 10.3311/ppci.10749 |
| Popis: | This paper presents design of a self-stabilizing retaining diaphragm wall, using conventional analytical calculation method based on subgrade reaction coefficient and by numerical method with finite elements method FEM can lead to various uncertainties. Hence, engineers have to calibrate a computational strategy to minimize these uncertainties due to numerical modeling. For both two methods, this paper presents various simulations with the structure installed into the supported ground without surcharge. For the first method, the analysis has investigate the influence of main factors such as the wall rigidity, the different stages of excavation, the Young’s modulus, the cohesion and internal friction’s angle of the soil. For the FEM method, two constitutive soil models are used such as Mohr-Coulomb MC and hardening soil model HSM. In case of the last model HSM, the variation of required and additional factors for the model was investigated as well as secant modulus stiffness Eref50, unloading and reloading stiffness modulus Eur, power factor m and Over-consolidated ratio OCR. The results from of the various simulations carried out are confronted with other experimental and numerical results [4]. Avery good coherence results are showed. |
| Databáze: | OpenAIRE |
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