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João Alexandre Paschoalin Filho ; David de Carvalho ; António Viana da Fonseca ;Acta Scientiarum. Technology 2013, 35 3

Autor: Geraldo Vanzolini Moretti

Fuente: http://www.redalyc.org/articulo.oa?id=303228846009


Introducción



Acta Scientiarum.
Technology ISSN: 1806-2563 eduem@uem.br Universidade Estadual de Maringá Brasil Vanzolini Moretti, Geraldo; Paschoalin Filho, João Alexandre; de Carvalho, David; Viana da Fonseca, António Time-enhanced strength increase of an alluvial clay, typical of the northeastern region of Brazil, mixed with different cement dosages Acta Scientiarum.
Technology, vol.
35, núm.
3, julio-septiembre, 2013, pp.
457-462 Universidade Estadual de Maringá Maringá, Brasil Available in: http:--www.redalyc.org-articulo.oa?id=303228846009 How to cite Complete issue More information about this article Journals homepage in redalyc.org Scientific Information System Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Non-profit academic project, developed under the open access initiative Acta Scientiarum http:--www.uem.br-acta ISSN printed: 1806-2563 ISSN on-line: 1807-8664 Doi: 10.4025-actascitechnol.v35i3.16042 Time-enhanced strength increase of an alluvial clay, typical of the northeastern region of Brazil, mixed with different cement dosages Geraldo Vanzolini Moretti1, João Alexandre Paschoalin Filho2*, David de Carvalho3 and António Viana da Fonseca4 1 Moretti Engenharia Consultiva Ltda., São Paulo, São Paulo, Brazil.
2Programa de Mestrado em Gestão Ambiental e Sustentabilidade, Universidade Nove de Julho, Rua Adolfo Pinto 111, 02117-010, São Paulo, São Paulo, Brazil.
3Universidade Estadual de Campinas, Campinas, São Paulo, Brazil.
4Universidade do Porto, Porto, Portugal.
*Author for correspondence.
E-mail: joao@morettiengenharia.com.br ABSTRACT.
Time-enhanced strength increase of alluvial clay mixed with different cement dosages is provided.
After clay collection, water was added to the soft clay samples until the moisture rate reached its liquid limit.
Doses 200, 400 and 600 kg m-³ were used for the soil-cement mixture.
The cement consisted of the Portland type with blast furnace slag (compressive strength ≥ 32 ...





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