Behavior of Compacted Soil-Fly Ash-Carbide Lime Mixtures

Author:

Consoli Nilo Cesar1233,Prietto Pedro Domingos Marques1233,Carraro João Antônio Harb1233,Heineck Karla Salvagni1233

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Fed. Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil. E-mail: consoli@vortex.ufrgs.br

2. Assoc. Prof., School of Engrg. and Arch., Catholic Univ. of Pelotas, Rua Félix da Cunha, 412, 96010-000, Pelotas, Rio Grande do Sul, Brazil.

3. Res. Asst., Dept. of Civ. Engrg., Fed. Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference41 articles.

1. ASTM. ( 1998). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete.” C 618 West Conshohocken Pa.

2. Brown R. W. ( 1996). Practical foundation engineering handbook McGraw-Hill New York.

3. Carraro J. A. H. ( 1997). “Use of industrial residues in the stabilization of a residual soil.” MS thesis Federal University of Rio Grande do Sul Porto Alegre Brazil (in Portuguese).

4. Clayton C. R. I. and Khatrush S. A. ( 1986). “A new device for measuring local axial strain on triaxial specimens.” Géotechnique London 25(4) 657–670.

5. Clayton C. R. I. Khatrush S. A. Bica A. V. D. and Siddique A. ( 1989). “The use of Hall effect semiconductor in geotechnical instrumentation.” Geotech. Testing J. 12(1) 69–76.

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