Experimental study of traditional stone masonry under compressive load and comparison of results with design codes

Research output: Contribution to journalArticlepeer-review

24 Citations (Scopus)

Abstract

This study addressed the mechanical behaviour of a natural stone masonry typical from the Spanish Romanesque, both in Heritage and conventional buildings. The objective of this research was to provide new data about the mechanical properties, especially the compressive strength values. The characterisation of the basic materials and different stone masonry prisms is presented. Sandstone and low strength lime-cement mortar were used for this experimental work, because of their availability and similarity with the masonry found in many historic buildings from the north of Spain. The morphological characteristics of the original ancient walls were also taken into account, in order to manufacture prism specimens that were as representative as possible of the Spanish Romanesque typology (i.e. in terms of its geometry, composition of the internal core, relative size, etc.). Additionally the experimental values were compared with the analytical ones provided by the main recommendations and standards. The analysis of the results permits a better understanding of these materials and a reliable source of data for the validation of the existing structures.

Original languageEnglish
Pages (from-to)995-1006
Number of pages12
JournalMaterials and Structures/Materiaux et Constructions
Volume45
Issue number7
DOIs
Publication statusPublished - Jul 2012

Keywords

  • Ashlar
  • Mortar
  • Prism
  • Rubble
  • Standards
  • Stone masonry
  • Strength

Fingerprint

Dive into the research topics of 'Experimental study of traditional stone masonry under compressive load and comparison of results with design codes'. Together they form a unique fingerprint.

Cite this