Fig 9(b) in the straight-line fitting results. حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

The relationship between Δσ_n and τ₁, <i>JRC</i>. 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:

Specimen packaging process. حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 5 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 15 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 23 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. حسب Zhezhe Zhang (19704587)

الموضوعات:

Basic mechanical parameters of concrete specimens. حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 19 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Fig 8 - حسب Zhezhe Zhang (19704587)

الموضوعات:

Percentage reduction of shear strength parameters. حسب Zhezhe Zhang (19704587)

الموضوعات:

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

الموضوعات:

The error between test and simulation results. حسب Shan Gao (46743)

"…The study reveals that during the left-to-right cutting of the rock, the gyration platform experiences significant stress, with the high dynamic stress focus primarily concentrated at the bolt holes connected to the rotary bearings. …"

Test device and process. حسب Wen Wang (6570)

الموضوعات:

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

"…The results show that the mechanical parameters of the composite decrease with the rise of loading rate, and the decrease reaches the maximum when the mortar strength is M20. …"