Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: Deep repointing

Corradi, Marco, Tedeschi, Cristina, Binda, Luigia and Borri, Antonio (2008) Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: Deep repointing. Construction and Building Materials, 22 (4). pp. 463-472. ISSN 0950-0618

[img]
Preview
PDF (Article)
corradi_masonry_wall.pdf - Accepted Version

Download (972kB) | Preview
Official URL: http://dx.doi.org/10.1016/j.conbuildmat.2006.11.02...

Abstract

Masonry presents some inadequacies due to its almost total lack of tensile strength. Typical damage to multiple leaf walls during earthquakes is the loss of bond between the leaves with consequent collapse of the external leaf. Retrofitting or repair of this damage is a very difficult task. In many cases grout injection or wall jacketing fail due to incompatibility with the construction technique of the walls.

A complementary technique to the grouting has been proposed by the authors. Experimental results and applications of the technique on site have shown positive characteristics and the results of tests carried out on site show, in some cases, increases in shear strength and stiffness of the masonry walls.

Item Type: Article
Subjects: H200 Civil Engineering
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: Ay Okpokam
Date Deposited: 08 Oct 2013 11:41
Last Modified: 17 Dec 2023 14:51
URI: https://nrl.northumbria.ac.uk/id/eprint/13818

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics