Abstract

The evolution of the shear strength of rock joints due to weathering processes is evaluated in terms of the joint wall compressive strength (JCS) and residual friction angle. Laboratory direct shear tests were performed on 32 porphyritic granite joints sampled from granitic rock slopes along a highway in the area of Jechon in South Korea. These samples were classified according to their initial weathering state and morphological conditions of the joint surface before direct shear tests. This study shows that JCS can be reduced by 20–25% of the initial JCS value for a fresh joint wall by weathering processes and that the residual friction angle depends mainly on the weathering state of the joint surface.

Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call