Titlebook: Building Pathologies: Experimental Campaigns and Numerical Procedures; J. M. P. Q. Delgado Book 2023 The Editor(s) (if applicable) and The

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Nonporous

Non-destructive and Destructive Tests to Drive Corrective Intervention Procedure of Concrete Elemen lower than the design characteristic strength, i.e., 20?MPa. The joint realization of non-destructive and destructive tests proved to be an efficient strategy for obtaining relevant information for the diagnosis of pathologies in reinforced concrete elements.

myelography

Electrical Resistivity and Carbonation Front of LC3 Concretes Incorporating Different Supplementaryd accelerated carbonation. The results showed that the presence of SCM in LC. concretes increases the resistivity to ionic flow probably due to a refinement in the concrete microstructure, whereas, for carbonation, all concrete with LC. presented higher carbonation fronts in relation to the referenc

TEM

Building Pathologies: Experimental Campaigns and Numerical Procedures978-3-031-17061-4Series ISSN 2194-9832 Series E-ISSN 2194-9840

CANDY

https://doi.org/10.1007/978-1-4614-1686-9uenced by many physical phenomena. Investigation of the moisture transfer through a building wall, which in general, consists of multiple layers, presumes knowledge about the continuity between layers. In this study, three types of contact configurations were analysed, as follows: Hydraulic contact,

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Fred Brauer,Carlos Castillo-Chaveze water transport properties in the liquid and vapor phases. However, the interface phenomena observed in multi-layered building components, as brick–mortar composites, or mortar-brick-insulation-mortar solutions, contribute to obtaining different values that result from the moisture transfer consid

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https://doi.org/10.1007/978-3-642-15967-1i-storey residential building located in Paraíba, Brazil, built about 30?years ago, to assess the concrete quality to decide the need for retrofitting works. Ultrasound measurements, electrical resistivity, the corrosion potential of the reinforcements, depth of the carbonation front, void index, co

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https://doi.org/10.1007/978-3-642-15967-1hange, consequently, the seek for alternatives to mitigate these emissions are necessary. The use of supplementary cementitious materials (SCM) to partially replace Portland clinker/cement has been the subject of different research, including the use of LC. (Limestone Calcined Clay Cements), where u