Shear stress-shear displacement curves for different roughness samples of the numerical model with joints (a) α = 0°, (b) α = 30°, (c) α = 60°, (d) α = 90°, (e) α = 120° and (f) α = 150°.

Shear stress-shear displacement curves for different roughness samples of the numerical model with joints (a) α = 0°, (b) α = 30°, (c) α = 60°, (d) α = 90°, (e) α = 120° and (f) α = 150°.

<p>Shear stress-shear displacement curves for different roughness samples of the numerical model with joints (a) α = 0°, (b) α = 30°, (c) α = 60°, (d) α = 90°, (e) α = 120° and (f) α = 150°.</p>

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Bibliographic Details
Main Author:	Zhongxing Wang (7354205) (author)
Other Authors:	Yuanming Liu (5562317) (author)
Published:	2025
Subjects:	Biophysics Medicine Physiology Biotechnology Evolutionary Biology Ecology Science Policy Plasma Physics Space Science Environmental Sciences not elsewhere classified Biological Sciences not elsewhere classified Physical Sciences not elsewhere classified guiding engineering design first outward expansion creates two adjacent models &# 8217 gnawing &# 8217 creeping &# 8217 climbing &# 8217 jointed rock mass jointed rock bodies joint &# 8217 shear strength decreases peak shear strength rock bridge creates joint roughness coefficient shear strength increases shear strength rock bridge &# 8216 rock crack rock body reverse shear forward shear joint specimens joint section joint roughness joint influences joint inclination strength characteristics xlink "> various inclinations roughness increases penetration route mechanical properties four types findings indicate failure mechanism effects determine different inclinations crack consolidation
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