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Experimental investigation of in-plane shear and compressive behaviour of dry-stacked interlocking concrete masonry

2025· article· en· W4416999583 on OpenAlexafffund
Mahmoud Abdelrahman, Khaled Galal

Bibliographic record

VenueConstruction and Building Materials · 2025
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsConcordia University
FundersCanada Masonry Design CentreNatural Sciences and Engineering Research Council of CanadaMitacs
KeywordsInterlockingMasonryShear (geology)Compressive strength

Abstract

fetched live from OpenAlex

Dry-stacked interlocking masonry (DSIM), also known as mortarless masonry, is an alternative construction technique that replaces conventional mortar joints with integrated interlocking shear keys. This system offers significant advantages, including faster construction times and improved cost efficiency. Nevertheless, a notable gap exists in the literature regarding the quantitative assessment of the in-plane shear strength of mortarless masonry systems, particularly with respect to the effects of grouting and reinforcement. Therefore, an experimental program was conducted involving fifteen DSIM assemblages, each measuring 1.20 m × 1.20 m, constructed using mortarless units called Sparlock, with various grouting conditions and vertical and horizontal reinforcement ratios. The assemblages were tested under diagonal compression loading to evaluate their in-plane shear performance in terms of shear strength, modulus of rigidity, and ductility. Additionally, six DSIM prisms were tested under uniaxial compression to evaluate the compressive behaviour of both grouted and ungrouted configurations. The experimentally obtained shear strength values in addition to DSIM walls from literature were further compared with the predicted values derived from existing design standards developed for conventional masonry construction to assess their applicability to dry-stacked interlocking systems. The experimental results showed that DSIM assemblages lacking horizontal reinforcement experienced premature failure, characterized by brittle sliding along the dry joints. In contrast, the horizontally reinforced specimens exhibited a more ductile response, characterized by progressive crack development and enhanced deformation capacity prior to failure. This could be attributed to the layout of the blocks, which is stack-patterned and not staggered. The increase in vertical reinforcement within fully grouted specimens led to a 78 % enhancement in shear strength compared to partially grouted assemblages. Similarly, increasing the horizontal reinforcement ratio in partially grouted assemblages resulted in a 33 % improvement. The shear strength predictions obtained from conventional masonry design equations showed poor correlation with the experimental results, primarily due to the fundamentally different shear-resisting mechanisms present in the DSIM systems. To address this limitation, an equation was proposed to calculate the shear strength for different DSIM systems. The findings of this study contribute to the quantification and potential codification of the shear behaviour of DSIM systems.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.013
Threshold uncertainty score0.390

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.008
GPT teacher head0.227
Teacher spread0.219 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations2
Published2025
Admission routes2
Has abstractyes

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