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Table 1 Physical and mechanical parameters of the rock used in the numerical analyses

From: Assessing the stability of underground caves through iSUMM (innovative, straightforward, user-friendly, mechanically-based method)

Parameter

Value

Unit weight, \(\gamma\) (kN/m\(^{3}\))

15.5

Coefficient of earth pressure at rest, K\(_0\) (-)

1

Young’s modulus, E (kPa)

\(1\times 10^{5}\)

Poisson ratio, \(\nu\) (–)

0.3

Uniaxial compressive strength, \(\sigma _{ci}\) (kPa)

Variable

Geological Strength Index, GSI (–)

100

Disturbance factor, D (–)

0

Hoek-Brown parameter m\(_i\) (–)

3, 8, 16