Research Article
Three-Dimensional Numerical Modeling and Roof Deformation Analysis of Yuanjue Cave Based on Point Cloud Data
Table 1
Parameters of formation lithology.
| Number | Stratum | Depth (m) | Elastic modulus (Pa) | Poisson’sratio | Cohesive strength (Pa) | Internal friction angle (°) | Density (kg/m³g) |
| 1 | Miscellaneous fill | 25.2–70 | 1.00E + 09 | 0.41 | 2.50E + 04 | 18 | 1660 | 2 | Fine sandstone | 22.3–25.2 | 2.76E + 10 | 0.17 | 1.35E + 06 | 33 | 2230 | 3 | Interbedded fine sandstone | 21.8–22.33 | 1.38E + 10 | 0.25 | 9.00E + 05 | 34 | 2150 | 4 | Fine sandstone | 20.1–21.8 | 2.50E + 10 | 0.18 | 1.50E + 06 | 32 | 2200 | 5 | Interbedded fine sandstone | 19.23–20.1 | 1.38E + 10 | 0.25 | 9.00E + 05 | 33 | 2040 | 6 | Fine sandstone | 15.67–19.23 | 2.50E + 10 | 0.18 | 1.50E + 06 | 35 | 2240 | 6-1 | Mud fine sandstone | 15.38–15.67 | 1.00E + 10 | 0.3 | 6.00E + 05 | 33 | 2160 | 7 | Mud fine sandstone | 14.74–15.38 | 1.00E + 10 | 0.3 | 6.00E + 05 | 32 | 2230 | 8 | Fine sandstone | 10.72–14.74 | 2.50E + 10 | 0.18 | 1.50E + 06 | 34 | 2270 | 8-1 | Fine sandstone | 7.82–10.72 | 2.50E + 10 | 0.18 | 1.50E + 06 | 36 | 2210 | 9 | Mudstone | 7.34–7.82 | 6.00E + 09 | 0.35 | 8.00E + 05 | 37 | 2360 | 10 | Fine sandstone | 6.61–7.34 | 2.50E + 10 | 0.18 | 1.50E + 06 | 38 | 2160 | 11 | Mudstone | 5.35–6.61 | 6.00E + 09 | 0.35 | 8.00E + 05 | 39 | 2310 | 12 | Fine sandstone | 4.33–5.35 | 2.50E + 10 | 0.18 | 1.50E + 06 | 42 | 2350 | 13 | Mudstone | −3.2–4.33 | 6.00E + 09 | 0.35 | 8.00E + 05 | 32 | 2260 |
|
|