Table 4 Analysis results of pre-yield elastic energy range in elastic zone of coal pillar.

From: Study on roadway roof deformation and coal pillar energy accumulation instability

Influencing factor

\(\overline{K}_{{{1}j}}\)

\(\overline{K}_{{{2}j}}\)

\(\overline{K}_{{{3}j}}\)

\(\overline{K}_{{{4}j}}\)

\(\overline{K}_{{{5}j}}\)

Rj

C0

0.014

0.019

0.025

0.032

0.039

0.025

x1

0.039

0.031

0.025

0.020

0.016

0.023

φ0

0.006

0.012

0.025

0.054

0.129

0.122

m

0.034

0.029

0.025

0.022

0.020

0.014

λ

0.049

0.033

0.025

0.020

0.017

0.032

l

0.006

0.013

0.025

0.049

0.096

0.090

μ

0.030

0.028

0.025

0.022

0.019

0.011

E0

0.075

0.037

0.025

0.019

0.015

0.060