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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

Fig 20 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 16 - حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

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

الموضوعات:

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

الموضوعات:

Fig 25 - حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

Fig 26 - حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

Fig 28 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 17 - حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

Fig 10 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 9 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Failure modes of joint surfaces under different τ₁of group C specimens under the UNLCSL path. حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 24 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 5 - حسب Zhezhe Zhang (19704587)

الموضوعات: