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Please use this identifier to cite or link to this item: http://dspace.ucuenca.edu.ec/handle/123456789/35713
Title: Database with compression and bending tests on unbaked earth specimens and comparisons with international code provisions
Authors: León González, Javier
Cárdenas Haro, Xavier Ricardo
Todisco , Leonardo
metadata.dc.ucuenca.correspondencia: Cárdenas Haro, Xavier Ricardo, xavier.cardenas@ucuenca.edu.ec
Keywords: Non-stabilized adobe
Compressive strength
Stabilized compressed earth block
Compressed earth block
Stabilized adobe
metadata.dc.ucuenca.areaconocimientofrascatiamplio: 2. Ingeniería y Tecnología
metadata.dc.ucuenca.areaconocimientofrascatidetallado: 2.1.1 Ingeniería Civil
metadata.dc.ucuenca.areaconocimientofrascatiespecifico: 2.1 Ingeniería Civil
metadata.dc.ucuenca.areaconocimientounescoamplio: 07 - Ingeniería, Industria y Construcción
metadata.dc.ucuenca.areaconocimientounescodetallado: 0732 - Construcción e Ingeniería Civil
metadata.dc.ucuenca.areaconocimientounescoespecifico: 073 - Arquitectura y Construcción
Issue Date: 2021
metadata.dc.ucuenca.embargoend: 30-Dec-2050
metadata.dc.ucuenca.volumen: Volumen 276
metadata.dc.source: Construction and Building Materials
metadata.dc.identifier.doi: 10.1016/j.conbuildmat.2020.122232
metadata.dc.type: ARTÍCULO
Abstract: 
In an effort to calibrate assessment methods of existing earth structures, a new database with compression and bending tests on unbaked earth specimens was assembled. The data-collection database includes 2670 tests with specimens of four different materials: non-stabilized and stabilized adobe, compressed earth block (CEB) and stabilized compressed earth block (SCEB). This paper first presents the data included in this data-collection database. Subsequently, for the purpose of comparing these results with international code provisions, several control and filtering criteria were applied. As a result of this process, 2631 tests remained in the evaluation database. In light of this analysis, the compressive strength obtained from the experimental tests was compared with values proposed by the international codes. As main result, experimental tests generally show a compressive strength lower than the minimum required by international codes, which are the Peruvian and the Spanish code, respectively, for adobe and CEB.
URI: http://dspace.ucuenca.edu.ec/handle/123456789/35713
https://www.sciencedirect.com/science/article/pii/S0950061820342355?dgcid=author
metadata.dc.ucuenca.urifuente: https://www.sciencedirect.com/journal/construction-and-building-materials/vol/276/suppl/C
ISSN: 0950-0618
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