Stability analysis of the pillars between bedded salt cavern gas storages by cusp catastrophe model

Author:

Wang TongTao,Yan XiangZhen,Yang HengLin,Yang XiuJuan

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Reference36 articles.

1. Eickemeier R, Paar W A, Heusermann S. Hengelo brine field revisited “determination of allowable loading of pillars”. In: Proceedings of 2004 Technical Meeting Berlin, Germany, 2004

2. Sambeek L L van. Stability analysis of inactive cavern clusters: Hengelo brinefield. Respec topical report RSI-1793, Revision 2, RESPEC, 2004

3. Urai J L, Bekendam R F. Pillar deformation induced subsidence, Stage 2. GeoControl Report S00612, RESPEC, 2006

4. Bekendam R F, Urai J L. Pillar deformation-induced surface subsidence in the Hengelo brine field, the Netherlands. The Mechanical Behavior of Salt — Understanding of THMC Processes in Salt, Hannover, Germany, 2007. 369–376

5. Bekendam R F, Oldenziel C E, Paar W A. Subsidence potential of the Hengelo brine field (Part I)—physico-chemical deterioration and mechanical failure of salt-cavern roof layers. In: Proceedings of the SMRI fall meeting, San Antonio, 2000. 103–117

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