Affiliation:
1. Graduate School of Engineering, COPPE, Federal University of Rio de Janeiro, Brazil
2. Polytechnic School of the University of São Paulo, Brazil
Abstract
This paper presents laboratory and in situ studies carried out on a 200 000 m3 large clayey silt compacted embankment. Laboratory studies carried out on undeformed block samples included index tests, strength tests and water retention curves using the filter paper technique. Grain size analyses with and without a deflocculating agent clearly showed the existence of grain clusters, which appear to be naturally formed. Field instrumentation installed at depths from 0·25 m to 1·0 m included tensiometers, equitensiometers, time domain reflectometry and geothermometers. Pluviometer data from a nearby weather station are also used to analyse the field data. The ranges of water content and suction values were measured, both of which correlated well with the pluviometer data. The water retention curves including laboratory and field data showed a bimodal shape, consistent with the presence of micro- and macropores shown in the grain size analysis.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Cited by
3 articles.
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2. Behaviour of MH silts with varying plasticity indices;Geotechnical Research;2017-06-01
3. Editorial;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2012-04