Voids/Cement Ratio Controlling Tensile Strength of Cement-Treated Soils-Reference-Cited by-同舟云学术

Voids/Cement Ratio Controlling Tensile Strength of Cement-Treated Soils

Published:2011-11 Issue:11 Volume:137 Page:1126-1131
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Consoli Nilo Cesar¹²³⁴,da Fonseca António Viana¹²³⁴,Cruz Rodrigo Caberlon¹²³⁴,Silva Sara Rios¹²³⁴

Affiliation:

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

2. Associate Professor, Faculty of Engineering, Univ. of Porto, Portugal.

3. Research Fellow, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Brazil. E-mail: rccaberlon@hotmail.com

4. Ph.D. Student, Faculty of Engineering, Univ. of Porto, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000524

Reference13 articles.

1. ASTM. (2003). “Standard test method for measurement of soil suction using filter paper.” D5298-03 West Conshohocken PA.

2. ASTM. (2006). “Standard classification of soils for engineering purposes.” D2487-06 West Conshohocken PA.

3. Brazilian Standard Association. (1983). “Mortar and concrete—Test method for splitting tensile strength of cylindrical specimens.” NBR 7222 Rio de Janeiro Brazil (in Portuguese).

4. British Standards Institution. (1990). “Methods for test for soils for civil engineering purposes.” BS 1377 London.

5. Cemented sands under static loading;Clough G. W.;J. Geotech. Eng. Div.,1981

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