Abstract:The stability criterion for underground caverns based on the unbalanced force and the minimum plastic complementary energy is introduced into the software fast Lagrangian analysis of continua in three dimensions (FLAC3D),and its equivalent form is deduced. The rationality of using the maximum unbalanced force and the plasticity distribution to determine the stability and using the unbalanced force distribution and adjustment process to indicate the destruction location and evolution path of storage group is demonstrated. The layout of dense storage group is optimized from two aspects of the reasonable space between two caverns and the layout pattern,respectively. The results show that distance 1.5 times of cavern diameter is safe and economic between two caverns;and equilateral triangle layout is the optimal plane layout pattern. Two kinds of destruction sources in the storage group are compared. The results show that the influence of sudden pressure loss starting from internal caverns is more significant and cause more serious damage than that from the outlying caverns. The stability of single internal cavern with sudden pressure loss is analyzed by using equilateral triangle layout. Considering the long-term strength reduction of salt rock,the stability of the same model is carried out. The results are applied to the chain destruction analysis later as an indicator of local failure. The chain destruction process is studied by numerical simulation;and the results show that the sudden pressure loss in single cavern doesn′t tend to cause chain destruction of storage group.
程丽娟,李仲奎,徐 彬,杨 强 . 盐岩密集储库群布置方式优化及连锁破坏研究[J]. 岩石力学与工程学报, 2011, 30(2): 296-305.
CHENG Lijuan,LI Zhongkui,XU Bin,YANG Qiang. STUDY OF LAYOUT OPTIMIZATION AND CHAIN DESTRUCTION OF DENSE STORAGE GROUP IN SALT ROCK. , 2011, 30(2): 296-305.
FOREST S,BARBE F,CAILLETAUD G. Cosserat modelling of size effects in the mechanical behaviour of polycrystals and multi-phase materials[J]. International Journal of Solids and Structures,2000,37(46-47):7 105-7 126.
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