Print Email Facebook Twitter Geotechnical Risks in a Deep Building Pit in The Hague’s Old City Centre Part of: Geotechnical Safety and Risk V· list the conference papers Title Geotechnical Risks in a Deep Building Pit in The Hague’s Old City Centre: Project Veenkade Case Study of the Restoration of an Old Canal and a New Underground Parking Garage Author Van Seters, A.J. Spendel, K.J. Date 2015-10-14 Abstract In The Hague, a 2 storey parking garage was built beneath a reinstated canal at the Veenkade with 160 parking places. The canal and the parking garage were installed at minimum 3 - 6 m distance from old houses with a shallow foundation by means of a 10 m deep building pit. A risk analysis was undertaken and major risks were identified, resulting in mitigating measures, e.g. compensation grouting in combination with very accurate monitoring. The structure was completed in 2014. Subject Geo-impulsGeotechnical Risks,10 m deep building pitcompensation groutingwaterbalance measuring systemGeocommunication To reference this document use: http://resolver.tudelft.nl/uuid:4d1d3bf2-1e6a-4170-9722-f2c88c05f89a DOI https://doi.org/10.3233/978-1-61499-580-7-111 Part of collection Conference proceedings Document type conference paper Rights (c) 2015 The Authors and IOS Press, Creative Commons CC-BY Files FILE STAL9781614995807-0111 1.76 MB Close viewer /islandora/object/uuid:4d1d3bf2-1e6a-4170-9722-f2c88c05f89a/datastream/OBJ/view