Heat map of the Pearson correlation coefficients between progress test scores across test administrations from 2017 to 2024. حسب Franco Romaní-Romaní (21989788)

Sociodemographic Characteristics of Sample 2. حسب Aistė Ambrasė (22505574)

"…We also found that the mean agreement with the IB-DE subscale decreased after the pandemic. …"

English and German versions of OUS. حسب Aistė Ambrasė (22505574)

"…We also found that the mean agreement with the IB-DE subscale decreased after the pandemic. …"

Raw database. حسب Franco Romaní-Romaní (21989788)

"…Students who completed five PTs scored significantly higher than those who took four (β = 1.40; 95% CI: 0.79 to 2.01). …"

Three-dimensional topography of concrete joints. حسب Zhezhe Zhang (19704587)

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The relationship between residual shear strength and <i>JRC</i>, normal stress. حسب Zhezhe Zhang (19704587)

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OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. حسب Zhezhe Zhang (19704587)

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<i>JRC</i> values of concrete joint specimens of each group. حسب Zhezhe Zhang (19704587)

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Fig 20 - حسب Zhezhe Zhang (19704587)

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Fig 16 - حسب Zhezhe Zhang (19704587)

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Concrete joint specimens with the same morphology. حسب Zhezhe Zhang (19704587)

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Test results under the UNLCSL path. حسب Zhezhe Zhang (19704587)

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Unloading direct shear test results of concrete joints under three stress paths. حسب Zhezhe Zhang (19704587)

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Average relative error of τ_<i>i</i>. حسب Zhezhe Zhang (19704587)

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Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. حسب Zhezhe Zhang (19704587)

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Relationship between τ_<i>i</i> and σ_<i>i</i>. حسب Zhezhe Zhang (19704587)

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Fig 25 - حسب Zhezhe Zhang (19704587)

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Comparison strength of the path of CNL and UNLCSL. حسب Zhezhe Zhang (19704587)

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Fig 26 - حسب Zhezhe Zhang (19704587)

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Relationship between peak shear displacement and normal stress. حسب Zhezhe Zhang (19704587)

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