Brazil is stimulating innovation in near-shore works design as part of its current effort to invest, extend and build new infrastructure facilities. The Rio Grande Port expansion project in the south is a strategic investment requiring the extension of the existing 20 m high, 3·2 km long parallel marine breakwaters that protect the entrance to the lagoon and port area by a total of over 1 km. The project involved an extensive geotechnical site investigation to characterise the site's soft clay deposits. Field performance during and after embankment construction was monitored to check the design hypothesis, evaluate uncertainties and ensure the work conformed to acceptable limits of behaviour. Numerical back-analysis of each construction stage enabled the design to be optimised during construction. The works were successfully completed in 2012.
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November 2013
Research Article|
November 01 2013
The Rio Grande Port breakwater, Brazil: geotechnical design
Fernando Schnaid, PhD;
Fernando Schnaid, PhD
1
Associate professor, Department of Civil Engineering, Federal University of Rio Grande do Sul, Brazil
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Gracieli Dienstmann, MSc;
Gracieli Dienstmann, MSc
2
PhD student, Department of Civil Engineering, Federal University of Rio Grande do Sul, Brazil
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Luiz Guilherme de Mello, MSc;
Luiz Guilherme de Mello, MSc
3
Senior engineer, Vecttor Projetos, University of São Paulo, São Paulo, Brazil
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Sandro Sandroni, PhD
Sandro Sandroni, PhD
4
Director, Geoprojetos Engineering; Associate research professor, PUC-Rio, Rio de Janeiro, Brazil
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Publisher: Emerald Publishing
Received:
February 04 2013
Accepted:
June 18 2013
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Civil Engineering (2013) 166 (6): 56–61.
Article history
Received:
February 04 2013
Accepted:
June 18 2013
Citation
Schnaid F, Dienstmann G, de Mello LG, Sandroni S (2013), "The Rio Grande Port breakwater, Brazil: geotechnical design". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 166 No. 6 pp. 56–61, doi: https://doi.org/10.1680/cien.13.00006
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