Probabilistic FEM-Analysis for the Retaining Wall of a Deep Excavation at SLS

Author:

Ene Alexandra,Schweckendiek Timo,Popa Horatiu

Publisher

Springer International Publishing

Reference17 articles.

1. Schweckendiek, T. (2006). Structural reliability applied to deep excavations (Master Thesis). Delft University of Technology.

2. Rippi, K., & Teixeira, A. (2016). Reliability-based assessment of a retaining wall using FEM. In Proceedings of the 25th European Young Geotechnical Engineers Conference, Sibiu, Romania.

3. Roubos, A. A., Steenbergen, R. D., Scheweckendiek, T., & Jonkman, N. S. (2018). Risk-based target reliability indices for quay walls. Structural Safety, 75, 89–109.

4. Popa, H., Ene, A., Miritoiu, R., Ionescu, I., & Marcu, D. (2018). Back analysis of an embedded retaining wall for a deep excavation in Bucharest. In ce/papers: Special Issue: XVI DECGE 2018 Proceedings of the 16th Danube—European Conference on Geotechnical Engineering, (Vol. 2, pp. 2–3), Skopje, R. Macedonia.

5. Comite Europeen De Normalisation. (2004). EN 1997-1:2004. Eurocode 7: Geotechnical design—Part 1: General rules. Brussels, Belgium.

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