Indirect test methods for the mechanical characterization of building stones

dc.date.accessioned8/28/2019 8:47
dc.date.accessioned2022-09-23T13:56:18Z
dc.date.available8/28/2019 8:47
dc.date.available2022-09-23T13:56:18Z
dc.date.created8/28/2019 8:47
dc.date.issued2018
dc.identifierhttps://www.matec-conferences.org/articles/matecconf/abs/2018/51/matecconf_iceast2018_01019/matecconf_iceast2018_01019.html
dc.identifierhttp://hdl.handle.net/10818/36897
dc.identifier10.1051/matecconf/201819201019
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3472709
dc.description.abstractThe main objective of this study is to evaluate the usefulness of indirect methods to estimate the uniaxial compressive strength (UCS) of building stones. For this purpose, the results of the UCS test on five types of stones from southern Italy, one igneous and four sedimentary stones are firstly correlated with the corresponding results from Schmidt hammer, point load and UCS direct tests. Then, derived correlations are compared with the equations obtained by different researchers in the mechanical stone characterization.
dc.languageeng
dc.publisherMATEC Web of Conferences
dc.relationMATEC Web Conf., 192 (2018)
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsopenAccess
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International
dc.sourceUniversidad de La Sabana
dc.sourceIntellectum Repositorio Universidad de La Sabana
dc.titleIndirect test methods for the mechanical characterization of building stones
dc.typejournal article


Este ítem pertenece a la siguiente institución