Safety verification of a cofferdam against hydraulic heave: numerical calculation based on EC7-Reference-Cited by-同舟云学术

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Safety verification of a cofferdam against hydraulic heave: numerical calculation based on EC7

Published:2024-02-07 Issue:2 Volume:18 Page:195-205
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Kitchah Fethi¹²,Brahimi Abdelkader¹,Kitchah Meriem³,Abdelmalek Ridha⁴

Affiliation:

1. Department of Civil Engineering and Hydraulics, AbdelHafid Boussouf University Center, Mila, Algeria

2. Civil Engineering Laboratory-Risks and Structures in Interactions, LGC-ROI, Faculty of Technology, Batna, Algeria

3. Laboratory of Research in Applied Hydraulics, LRHYA, Faculty of Technology, Batna, Algeria

4. Department of Civil Engineering, Faculty of Technology, Batna, Algeria

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2365076

Reference28 articles.

1. Simplified design of excavation support and shafts for safety against hydraulic heave / Einfache Bemessung von Baugruben und Schächten im Hinblick auf die Sicherheit gegen hydraulischen Grundbruch

2. Bažant, Z. 1953. “Stability of a Non-Cohesive Soil Under Elliptic Upward Seepage.” Proceedings of Third International Conference on Soil Mechanics and Foundation Engineeing. Zürich.

3. Numerical studies of seepage failure of sand within a cofferdam

4. Decoding Eurocode 7

5. Cai, F., K. Ugai, C. Takahashi, H. Nakamura, and I. Okaki. 2004. “Seepage Analysis of Two Case Histories of Piping Induced by Excavations in Cohesionless Soils.” The first International Conference on Construction China, (August 12–14, 2004).

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