Uncertainty analysis of the effect of grout injection on the deformation of multi-wythe stone masonry walls

Andrea C. Isfeld, Ehsan Moradabadi, Debra Laefer, Nigel G. Shrive

Research output: Contribution to journalArticle

Abstract

The eighteenth century Prince of Wales Fort in Manitoba Canada has experienced extensive freeze-thaw damage and mortar washout within the escarp walls resulting in distress and failures at multiple locations. Injection of grout could counteract this degradation of structural stability. However existing literature provides little guidance as to the improvement level that could be expected, especially with respect to out-of-plane performance. As such, the proposed treatment was modelled to include a high level of uncertainty in the system through the application of a Random Field Finite Element Micro-modelling technique. A Latin Hyper cube simulation method was used in conjunction with a parametric finite element model to randomize the material properties of each stone and relevant grouting layers. The numerical results predicted that the stone-grout bond was the most critical parameter in the proposed intervention, and that in the grouted wall sections, collapse would be avoided and lateral displacements stabilized with the proposed treatment.

Original languageEnglish (US)
Pages (from-to)661-672
Number of pages12
JournalConstruction and Building Materials
Volume126
DOIs
StatePublished - Nov 15 2016

Fingerprint

Uncertainty analysis
Grouting
Mortar
Materials properties
Degradation
Uncertainty

Keywords

  • Finite element modelling
  • Grout injection
  • Historic structures
  • Masonry
  • Micro-modelling

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

Cite this

Uncertainty analysis of the effect of grout injection on the deformation of multi-wythe stone masonry walls. / Isfeld, Andrea C.; Moradabadi, Ehsan; Laefer, Debra; Shrive, Nigel G.

In: Construction and Building Materials, Vol. 126, 15.11.2016, p. 661-672.

Research output: Contribution to journalArticle

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