中国有色金属学报(英文版)
Transactions of Nonferrous Metals Society of China
| Vol. 30 No. 7 July 2020 |
（1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China;
2. Department of Civil, Environmental and Natural Resources Engineering, Lule？ University of Technology, Lule？, Sweden;
3. School of Civil Engineering, Hefei University of Technology, Hefei 230009, China）
Abstract:A generalized nonlinear Baker failure criterion is employed with the upper bound limit analysis to study the surrounding rock stability of underground cavities. A three-dimensional (3D) failure mode is established by extending the two-dimensional (2D) failure mode, which offers an upper bound expression of the surrounding rock pressure. This method is validated with a series of examples before the influence of four parameters of scale parameter, curvature parameter, shift parameter and lateral pressure coefficient, on the surrounding rock pressure is analyzed. According to these results, failure ranges of the underground cavities are determined. The following conclusions are reached: (1) the proposed approach is more accurate to predict surrounding rock pressure than the Mohr-Coulomb failure criterion; (2) the surrounding rock with large scale parameter, curvature parameter, shift parameter, and lateral pressure coefficient can lead to a more stable underground cavity; (3) the failure range in 3D mode can be predicted according to the upper bound solutions.
Key words: Baker failure criterion; underground cavity; surrounding rock pressure; 3D failure mode; upper bound limit analysis
