Experimental study of Tunis soft soil improved by vacuum consolidation associated with geodrains. Issue 4 (2nd October 2017)

• Record Type: Journal Article
• Authors: Jebali, Halima; Frikha, Wissem; Bouassida, Mounir
• Is Part Of: Geomechanics and geoengineering. Volume 12:Issue 4(2017)
• Page Start: 291
• Page End: 304
• Publication Date: 2017-10-02
• Subjects: Vacuum pressure -- preload -- consolidometer -- settlement -- excess pore water pressure; Engineering geology -- Periodicals; Soil mechanics -- Periodicals; Rock mechanics -- Periodicals; Environmental engineering -- Periodicals; 624.151
• DOI: 10.1080/17486025.2017.1329553
• Languages: English
• ISSNs: 1748-6025

Abstract

ABSTRACT: An experimental investigation was carried out on the reconstituted Tunis soft soil (TSS) that was extracted from the centre of Tunis City at 35-m depth. Three series of consolidation tests were performed on TSS specimens. The first series included consolidation tests by preload. In the second series, vacuum consolidation tests were performed. The third series comprised a vacuum consolidation test combined with the preload. Excess pore water pressure and settlement were measured during the consolidation tests. Experimental results showed that for the same magnitude of preload and the vacuum pressure of 4, 8, 16 and 30 kPa, the settlement caused by the vacuum pressure is lower than that generated by the preload, while the settlements generated by preloads of 60 and 100 kPa are slightly lower than those caused by vacuum pressure of 60 and 100 kPa. A rapid dissipation of recorded excess pore water pressure around the geodrain was observed compared to that measured close to the cell border.