Parameters Controlling Tensile and Compressive Strength of Artificially Cemented Sand-Reference-Cited by-同舟云学术

Parameters Controlling Tensile and Compressive Strength of Artificially Cemented Sand

Published:2010-05 Issue:5 Volume:136 Page:759-763
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Consoli Nilo Cesar¹²³³,Cruz Rodrigo Caberlon¹²³³,Floss Márcio Felipe¹²³³,Festugato Lucas¹²³³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Rio Grande do Sul 90035-190, Brazil (corresponding author).

2. Research Fellow, Federal Univ. of Rio Grande do Sul, Rio Grande do Sul 90035-190, Brazil.

3. Ph.D. Student, Federal Univ. of Rio Grande do Sul, Rio Grande do Sul 90035-190, Brazil.

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.1943-5606.0000278

Reference14 articles.

1. ASTM. (1993). “Standard classification of soils for engineering purposes.” D2487-93 West Conshohocken Pa.

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

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

5. Effect of Particle Contact Bond on Shear Modulus

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