Research Article

Finite Element Optimised Back Analysis of In Situ Stress Field and Stability Analysis of Shaft Wall in the Underground Gas Storage

Table 1

Rock mechanics parameters.

NumberMedia typeElasticity modulus/MPaPoisson’s ratio

1Reservoir31200 0.225
2Fault zone 122500 0.270
3Fault zone 223500 0.260
4Fault zone 3 24000 0.290
5Other layers35200 0.220