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- W2371981103 abstract "The analytical calculation expressions were obtained based on the hyperstatic theory from mechanics of structures.Stimulation was applied for the changeable law of maximum shearing stress of bolt and vertical displacement of roof while changing the obliquity of side-bolts.The result indicates that maximum shearing stress and vertical displacement are small when all the bolts are placed vertically.In the end,it is verified that the bolts will not yield plastically and roof will not occur brittle fracture from the aspect of mechanics of plasticity.The conclusion has practical values for the factual coal mining engineering." @default.
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- W2371981103 title "Determination of parameters and numerical experiment in rectangular approximately horizontal coal roadway" @default.
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