Print Email Facebook Twitter Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area Title Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area Author Horsten, T.J.B. Contributor Broere, W. (mentor) Faculty Civil Engineering and Geosciences Department Geoscience & Engineering Programme Geo-engineering Date 2016-03-16 Abstract This study considers pipe uplift in liquefied sands in case full liquefaction occurs in the Groningen area. Due to the short vibration time, approximately 2 seconds, uplift is considered in fully liquefied sands without vibrations. The liquefaction time and resistance against uplift are determined by experiments. The resistance against uplift is determined for pipe diameters of 110mm, 160mm and 200mm. Subject liquefactionpipe upliftpipe flotationinduced earthquakeearthquake groningenpipe interactionliquefaction timepost liquefactionpore pressureexcess pore pressureburied pipelinesdissipation To reference this document use: http://resolver.tudelft.nl/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba Embargo date 2016-03-17 Coordinates 53.2194, 6.5665 Part of collection Student theses Document type master thesis Rights (c) 2016 Horsten, T.J.B. Files PDF report.pdf 34.52 MB Close viewer /islandora/object/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba/datastream/OBJ/view