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.
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1 April 2012
Research Article|
September 06 2011
Laboratory and in situ studies on a compacted clayey silt fill
Marcio S. S. Almeida, BEng, PhD, MICE;
Marcio S. S. Almeida, BEng, PhD, MICE
Graduate School of Engineering, COPPE, Federal University of Rio de Janeiro, Brazil
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Marcelo G. Rios Filho, MSc;
Marcelo G. Rios Filho, MSc
Graduate School of Engineering, COPPE, Federal University of Rio de Janeiro, Brazil
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Marcos M. Futai, BEng, DSc;
Marcos M. Futai, BEng, DSc
Polytechnic School of the University of São Paulo, Brazil
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Mario Riccio Filho, BEng, DSc
Mario Riccio Filho, BEng, DSc
Graduate School of Engineering, COPPE, Federal University of Rio de Janeiro, Brazil
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Publisher: Emerald Publishing
Revision Received:
March 31 2010
Accepted:
February 01 2011
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2012) 165 (2): 107–119.
Article history
Revision Received:
March 31 2010
Accepted:
February 01 2011
Citation
Almeida MSS, Filho MGR, Futai MM, Filho MR (2012), "Laboratory and in situ studies on a compacted clayey silt fill". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 165 No. 2 pp. 107–119, doi: https://doi.org/10.1680/geng.10.00050
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