Korff, M and Mair, RJ and van Tol, AF and Kaalberg, F (2011) Building damage and repair due to leakage in a deep excavation. Proceedings of the Institution of Civil Engineers: Forensic Engineering, 164. pp. 165-177. ISSN 2043-9903Full text not available from this repository.
The north-south line in Amsterdam is being built underneath the historic centre of the city. Three deep stations are being constructed in deep excavations supported by diaphragm walls. During the excavation for Vijzelgracht station, leakage through the wall resulted in large settlements and damage to historic buildings, which threatened continuation of the project. The authors analysed the cause of the leakage and the damage to the buildings. With the application of robust preventative measures at two of the deep excavations it was possible to continue the project. This paper reports on the cause of the events, the damage to the buildings and the counter-measures taken. It includes lessons learned for the project and for the foundations industry.
|Uncontrolled Keywords:||Brickwork and masonry Diaphragm walls Failures|
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Cron Job|
|Date Deposited:||07 Mar 2014 12:36|
|Last Modified:||27 Nov 2014 19:18|