TECHNICAL PAPERS
May 1, 1995

Three-Leaf Stone Masonry Strengthened by Injecting Cement Grouts

Publication: Journal of Structural Engineering
Volume 121, Issue 5

Abstract

In a large number of monuments and buildings belonging to urban nuclei, the walls are made of the so-called three-leaf stone masonry (i.e., two stone masonry “face” walls with a gap between them filled with low quality mortar and small pieces of stone). In this paper, the effect of injecting cement-based grouts in such walls is experimentally investigated on wallets subjected either to vertical or to diagonal compression. A drastic improvement of mechanical characteristics is observed thanks to the homogenization of the three-leaf masonry after the injection of the grout.

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References

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Bettio, C., Gelmi, A., Modena, C., and Rossi, P. P. (1993). “Caratterizzazione meccanica e consolidamento statico delle murature dei centri abitati di antica origine della provincia di Trento.”Proc., Murature, Sicurezza, Recupero, Istituto Trentino Edilizia Abitativa, Trento, Italy, 154–184 (in Italian).
2.
Egermann, R. (1993). “Investigations on the load bearing behaviour of multiple leaf masonry.”IABSE Symp. Struct. Preservation of the Arch. Heritage: IABSE Rep., Rome, Italy, Vol. 70, 305–312.
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Miltiadou, A. (1990). “Contribution à l'étude des coulis hydrauliques pour la réparation et le renforcement des structures et des monuments historiques en maçonnerie,” PhD thesis, Ecole Nationale des Ponts et Chaussées, Paris.
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Tassios, T. P. (1982). “Repair and strengthening of structures and monuments against earthquakes.”Gen. Rep., 7th Eur. Conf. on Earthquake Engrg., Vol. 7, Technical Chamber of Greece, Athens, 215–227.
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Tassios, T. P., and Chronopoulos, M. P. (1986). “Aseismic dimensioning of interventions on low-strength masonry buildings.”Middle East and Mediterranean Regional Conf.: Earthen and Low-Strength Masonry Buildings in Seismic Areas. Middle East Technical University, Ankara, Turkey.
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Tomazevic, M., and Apih, V.(1993). “The strengthening of stone-masonry walls by injecting the masonry-friendly grouts.”Eur. Earthquake Engrg., 7(1), 10–20.
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Tomazevic, M., and Sheppard, P. (1982). “The strengthening of stone masonry buildings for revitalization in seismic regions.”7th Eur. Conf. on Earthquake Engrg., Vol. 5, Technical Chamber of Greece, Athens, 275–282.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 5May 1995
Pages: 848 - 856

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

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Elizabeth Vintzileou
Asst. Prof., Dept. of Struct. Engrg., Fac. of Civ. Engrg., Nat. Tech. Univ. of Athens, 5, Iroon Polytechneiou Str., GR 15773 Zografou, Greece.
Theodossios P. Tassios
Prof., Dept. of Struct. Engrg., Fac. of Civ. Engrg., Nat. Tech. Univ. of Athens, 5, Iroon Polytechneiou, GR 15773 Zografou, Greece.

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