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Advances in Civil Engineering
/
2018
/
Article
/
Fig 3
/
Research Article
Critical Length and Collapse of Interlayer in Rock Salt Natural Gas Storage
Figure 3
Fitting effect of the radial pressure coefficient: (a) elastic modulus ratio
E′
/
E
= 1 m; (b) interlayer thickness
t =
2 m.
(a)
(b)