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:

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

الموضوعات:

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

الموضوعات:

Average relative error of τ_<i>i</i>. 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:

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

الموضوعات:

Fig 25 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Means, standard deviations, and inferential statistics for the outcomes in the three conditions tested. حسب Robert Trybulski (10998702)

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:

Test scheme. حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

Fig 17 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Preparation process of concrete joint specimens. حسب Zhezhe Zhang (19704587)

الموضوعات:

Leg Stabilization During Measurements arterial occlusion pressure. حسب Robert Trybulski (10998702)

الموضوعات:

Cohesion correction coefficient. حسب Zhezhe Zhang (19704587)

الموضوعات: