Porosity-Cement Ratio Controlling Strength of Artificially Cemented Clays-Reference-Cited by-同舟云学术

Porosity-Cement Ratio Controlling Strength of Artificially Cemented Clays

Published:2011-08 Issue:8 Volume:23 Page:1249-1254
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Consoli Nilo Cesar¹²³²⁴,Dalla Rosa Amanda¹²³²⁴,Corte Marina Bellaver¹²³²⁴,Lopes Luizmar da Silva¹²³²⁴,Consoli Bernardo Scapini¹²³²⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Brazil (corresponding author).

2. Ph.D. Student, Federal Univ. of Rio Grande do Sul, Brazil.

3. Research Assistant, Federal Univ. of Rio Grande do Sul, Brazil.

4. Research Assistant, Ildefonso Simıes Lopes School, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000283

Reference13 articles.

1. ASTM. (2006a). “Standard classification of soils for engineering purposes.” D 2487-06 Philadelphia.

2. ASTM. (2006b). “Standard test method for unconfined compressive strength of cohesive soil.” D 2166-06 Philadelphia.

3. ASTM. (2009). “Standard specification for portland cement.” C 150-09 Philadelphia.

4. Brazilian Standard Association. (1980). “Mortar and concrete—Test method for compressive strength of cylindrical specimens.” NBR 5739 Rio de Janeiro Brazil (in Portuguese).

5. A LOW-COST METHOD OF ASSESSING CLAY DESICCATION FOR LOW-RISE BUILDINGS.

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