Skip to main content
Geoenvironmental Disasters

Table 3 Shear parameters of the discontinuities

From: Engineering failure analysis and design of support system for ancient Egyptian monuments in Valley of the Kings, Luxor, Egypt

Type

Peak Friction

Residual Friction

In-Situ

Joints

30°

30°

JRC (L = 1 m) = 3–4

Joints

35°

25°

c = 30 kPa Φ = 35°

Joints

35°

30°

–

Back to article page