Grade of maturity rock structure and contents are low which are majorly double and multi - model structures.
储集层岩石结构成熟度和成分成熟度均较低,多为双模态和复模态结构.
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The results provide theoretical basis for the anti - sliding design of the syncline rock structure.
所得结果为该向斜岩体结构的 抗 滑设计提供了理论依据.
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