Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt

Present study summarizes an overview on the available experimental and practical data and results from laboratory testing (ungrouted and grouted) three leaf masonry wallettes in compression and in diagonal compression. On the basis of the experimental results, (A) the structural behavior of the mult...

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Main Author: Sayed HEMEDA
Format: Article
Language:English
Published: Alexandru Ioan Cuza University of Iasi 2012-12-01
Series:International Journal of Conservation Science
Subjects:
Online Access:http://ijcs.uaic.ro/pub/IJCS-12-28-Hemeda.pdf
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author Sayed HEMEDA
author_facet Sayed HEMEDA
author_sort Sayed HEMEDA
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description Present study summarizes an overview on the available experimental and practical data and results from laboratory testing (ungrouted and grouted) three leaf masonry wallettes in compression and in diagonal compression. On the basis of the experimental results, (A) the structural behavior of the multiple leaf-masonry walls studied in details (b) the parameters that affect the behavior of ungrouted masonry are detected and commented upon, and (c) the behavior of grouted masonry studied in details. Particularly attention to be paid to large walls whose construction may comprise different kinds of materials. Such walls include cavity walls; rubble filled masonry walls and veneered brick walls which have poor quality core. Not only may the interior of the wall be less capable of carrying load but movement of the core material may also be a source of new stresses. As the experimental results show that the key parameter for the improvement of the mechanical properties of masonry is not the compressive strength of the injected grout, emphasis is given to ternary, as well as to hydraulic lime based grouts: those materials are expected to ensure durable interventions, they lead to a significant enhancement of the mechanical properties of masonry. On the basis of the experimental data on wallettes, as well as based on recent data from tests on grouted cylinders made of filling materials, simple formulae are drived, allowing for the strength of masonry to be calculated, and scientifically interventions processes and techniques had been applied to selected historical monuments in Cairo.
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spelling doaj.art-a00352fc425d4073b3ff2abc8b2aad2d2022-12-21T23:32:42ZengAlexandru Ioan Cuza University of IasiInternational Journal of Conservation Science2067-533X2067-82232012-12-0134275288Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, EgyptSayed HEMEDAPresent study summarizes an overview on the available experimental and practical data and results from laboratory testing (ungrouted and grouted) three leaf masonry wallettes in compression and in diagonal compression. On the basis of the experimental results, (A) the structural behavior of the multiple leaf-masonry walls studied in details (b) the parameters that affect the behavior of ungrouted masonry are detected and commented upon, and (c) the behavior of grouted masonry studied in details. Particularly attention to be paid to large walls whose construction may comprise different kinds of materials. Such walls include cavity walls; rubble filled masonry walls and veneered brick walls which have poor quality core. Not only may the interior of the wall be less capable of carrying load but movement of the core material may also be a source of new stresses. As the experimental results show that the key parameter for the improvement of the mechanical properties of masonry is not the compressive strength of the injected grout, emphasis is given to ternary, as well as to hydraulic lime based grouts: those materials are expected to ensure durable interventions, they lead to a significant enhancement of the mechanical properties of masonry. On the basis of the experimental data on wallettes, as well as based on recent data from tests on grouted cylinders made of filling materials, simple formulae are drived, allowing for the strength of masonry to be calculated, and scientifically interventions processes and techniques had been applied to selected historical monuments in Cairo.http://ijcs.uaic.ro/pub/IJCS-12-28-Hemeda.pdfIslamic monumentsthree leaf-masonrygroutingternary grouthydraulic lime based groutscompressive strength
spellingShingle Sayed HEMEDA
Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
International Journal of Conservation Science
Islamic monuments
three leaf-masonry
grouting
ternary grout
hydraulic lime based grouts
compressive strength
title Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
title_full Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
title_fullStr Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
title_full_unstemmed Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
title_short Grouting of Multiple Leaf-Masonry Walls: Application on Some Islamic Historical Monuments in Cairo, Egypt
title_sort grouting of multiple leaf masonry walls application on some islamic historical monuments in cairo egypt
topic Islamic monuments
three leaf-masonry
grouting
ternary grout
hydraulic lime based grouts
compressive strength
url http://ijcs.uaic.ro/pub/IJCS-12-28-Hemeda.pdf
work_keys_str_mv AT sayedhemeda groutingofmultipleleafmasonrywallsapplicationonsomeislamichistoricalmonumentsincairoegypt