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 |