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Then subsectional softening model and parameter of dilatancy were adopted based on crash creep characteristics of joined rock masses and supporting strength index of anchorage body were put forward.
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然后,考虑巷道围岩的碎裂蠕变特性,研究采用了分段线性软化模型和剪胀特性参数,并探索提出了锚固体支护强度指标,定量考虑锚固围岩的强度效应;
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