{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2022,12,15]],"date-time":"2022-12-15T07:22:32Z","timestamp":1671088952850},"reference-count":37,"publisher":"Bentham Science Publishers Ltd.","issue":"1","license":[{"start":{"date-parts":[[2021,3,17]],"date-time":"2021-03-17T00:00:00Z","timestamp":1615939200000},"content-version":"unspecified","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/legalcode"}],"content-domain":{"domain":["opencivilengineeringjournal.com","benthamopen.com"],"crossmark-restriction":true},"short-container-title":["TOCIEJ"],"published-print":{"date-parts":[[2021,3,17]]},"abstract":"<jats:sec>\n                    <jats:title>Introduction:<\/jats:title>\n                    <jats:p>Concrete sealing blocks are not only used in Brazil but worldwide. T he knowledge of the material properties in the presence of moisture becomes necessary to study the durability of buildings.<\/jats:p>\n                <\/jats:sec>\n                <jats:sec>\n                    <jats:title>Methods:<\/jats:title>\n                    <jats:p>An experimental study was carried out in order to analyse the effect of contact area on the capillary absorption coefficient of concrete samples used in sealing blocks, according to several standards: NBR 9779 (2012), EN 1015-18 (2002), ISO 15148 (2002) and ASTM C1794 (2015). Two types of specimens were analysed; monolithic samples and samples with a perfect contact interface. The monolithic samples were also subjected to axial and radial compression in order to enhance the capacity of masonry.<\/jats:p>\n                <\/jats:sec>\n                <jats:sec>\n                    <jats:title>Results:<\/jats:title>\n                    <jats:p>The experimental results for the samples with perfect contact interface indicate that the water absorption before the interface presents similar behaviour to the monolithic samples. However, it is possible to observe a reduction of the absorption rate when water reaches the interface due to the hygric resistance. In other words, the moisture transport is significantly retarded by the existence of an interface, <jats:italic>i.e<\/jats:italic>., the discontinuity of moisture content across the interface indicated that there was a difference in capillary pressure across the interface. Also, the interface contact area does not greatly influence the water-resistance values.<\/jats:p>\n                <\/jats:sec>\n                <jats:sec>\n                    <jats:title>Conclusion:<\/jats:title>\n                    <jats:p>Finally, the Hygric Resistance values (HR), in multilayer building components, with perfect contact interface are calculated using the \u201cknee point\u201d methodology.<\/jats:p>\n                <\/jats:sec>","DOI":"10.2174\/1874149502115010029","type":"journal-article","created":{"date-parts":[[2021,3,17]],"date-time":"2021-03-17T07:45:20Z","timestamp":1615967120000},"page":"29-37","update-policy":"http:\/\/dx.doi.org\/10.2174\/crossmark_policy","source":"Crossref","is-referenced-by-count":2,"title":["Measurement of the Hygric Resistance of Concrete Blocks with Perfect Contact Interface: Influence of the Contact Area"],"prefix":"10.2174","volume":"15","author":[{"given":"Ant\u00f3nio C.","family":"Azevedo","sequence":"first","affiliation":[]},{"given":"Jo\u00e3o M.P.Q.","family":"Delgado","sequence":"additional","affiliation":[]},{"given":"Klayne.K.S.","family":"Silva","sequence":"additional","affiliation":[]},{"given":"Andr\u00e9 L.M.S.","family":"Leal","sequence":"additional","affiliation":[]},{"given":"Ana S.","family":"Guimar\u00e3es","sequence":"additional","affiliation":[]},{"given":"Isabel","family":"Ribeiro","sequence":"additional","affiliation":[]}],"member":"965","reference":[{"key":"ref1","doi-asserted-by":"publisher","first-page":"1328","DOI":"10.28991\/cej-2020-03091551","volume":"6","author":"Aldakshe A.","year":"2020","unstructured":"Aldakshe A, \u00c7a\u011flar H, \u00c7a\u011flar A, Avan \u00c7. \n                    The investigation of use as aggregate in lightweight concrete production of boron wastes. \n                    Civil Eng J  \n                    2020; \n                    6\n                    (7)\n                    : 1328-35.","journal-title":"Civil Eng. 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