Numerical study of design parameters influencing anchored diaphragm walls for deep excavation-Reference-Cited by-同舟云学术

Numerical study of design parameters influencing anchored diaphragm walls for deep excavation

Published:2023-10-27 Issue:11 Volume:8 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Al-Ne’aimi Rafi’ M. Sulaiman,Nasir Hind K.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

https://link.springer.com/content/pdf/10.1007/s41062-023-01261-z.pdf

Reference19 articles.

1. El-Nahhas FM, Morsy MM (2002) Comparison of the measured and computed performance of propped diaphragm retaining wall in Egypt. In: Proceedings of the international symposium on numerical models in geomechanics, Rome, Italy, pp 579–586.

2. Ramadan E, Hussein M, Senoon A, Mohamed A (2009) Effect of unbraced excavation in clayey soil on adjacent buildings. In: Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering (Volumes 1, 2, 3 and 4), IOS Press, Amsterdam.

3. Ramadan E, Ramadan M, Khashila M, Kenawi M (2013) Analysis of piles supporting excavation adjacent to existing buildings. In: Proceedings of the 18th international conference on soil mechanics and geotechnical engineering, Paris, pp 2835–2838.

4. Hui L (2014) Effect on existing building by foundation pit excavation. Electronic J Geotech Eng (EJGE) 19:6735–6746

5. Grodecki M, Toś C, Pomierny M (2018) Excavation supported by diaphragm walls–inclinometric monitoring and numerical simulations. Czasopismo Techniczne 5:129–140.