Effects of Freeze–thaw Cycles and Porosity/cement index on Durability, Strength and Capillary Rise of a Stabilized Silty Soil Under Optimal Compaction Conditions-Reference-Cited by-同舟云学术

Effects of Freeze–thaw Cycles and Porosity/cement index on Durability, Strength and Capillary Rise of a Stabilized Silty Soil Under Optimal Compaction Conditions

Published:2020-08-16 Issue:1 Volume:39 Page:481-498
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

de Jesús Arrieta Baldovino Jair^ORCID,dos Santos Izzo Ronaldo Luis^ORCID,Rose Juliana Lundgren^ORCID

Funder

CNPq

CAPES

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-020-01507-y.pdf

Reference70 articles.

1. Associação Brasileira de Normas Técnicas ABNT (2012). “Soil-cement—durability test by wetting and drying—test method.” NBR 1554, Rio do Janeiro, Brazil.

2. Associação Brasileira de Normas Técnicas ABNT (2016). "Soil-compaction testing." NBR 7182, Rio de Janeiro, Brazil (in Portuguese).

3. Associação Brasileira de Normas Técnicas ABNT (2017). "Portland cement and other powdered materials - Determination of specific mass." NBR 16605–17, Rio de Janeiro, Brazil (in Portuguese).

4. Associação Brasileira de Normas Técnicas ABNT (2011). "Mortar and concrete—Test method for splitting tensile strength of cylindrical specimens." NBR 7222, Rio de Janeiro, Brazil (in Portuguese).

5. Associação Brasileira de Normas Técnicas ABNT (2007). "Mortar and concrete—Test method for compressive strength of cylindrical specimens." NBR 5739, Rio de Janeiro, Brazil (in Portuguese).

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