Fig 25 - حسب Zhezhe Zhang (19704587)

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Fig 9 - حسب Zhezhe Zhang (19704587)

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Fig 24 - حسب Zhezhe Zhang (19704587)

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Fig 15 - حسب Zhezhe Zhang (19704587)

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Fig 23 - 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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Fig 28 - حسب Zhezhe Zhang (19704587)

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Fig 17 - حسب Zhezhe Zhang (19704587)

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The relationship between pre-peak shear stiffness and <i>JRC</i>, normal stress. حسب Zhezhe Zhang (19704587)

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Fig 10 - حسب Zhezhe Zhang (19704587)

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Fig 19 - حسب Zhezhe Zhang (19704587)

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Fig 8 - حسب Zhezhe Zhang (19704587)

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Fig 20 - حسب Zhezhe Zhang (19704587)

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Fig 26 - حسب Zhezhe Zhang (19704587)

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Fig 5 - حسب Zhezhe Zhang (19704587)

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Testing specimens. حسب Hanqiu Wang (13204812)

"…The decrease reaches the maximum at a mortar strength of M40. …"

Comparison of experimental and numerical results. حسب Hanqiu Wang (13204812)

"…The decrease reaches the maximum at a mortar strength of M40. …"

Relationships between crack initiation. حسب Hanqiu Wang (13204812)

"…The decrease reaches the maximum at a mortar strength of M40. …"

Fitting parameters of damage model. حسب Hanqiu Wang (13204812)

"…The decrease reaches the maximum at a mortar strength of M40. …"