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The applicability of some numerical models for the prediction of the failure mechanism and of the\udbearing capacity of post-installed threaded rods chemically anchored in basalt, sandstone and limestone is\udinvestigated, as well as the reliability of theoretical formulations conceived for concrete.\udThe numerical predictions, performed by means of engineering structural analysis software and advanced\udnumerical codes, are compared with the results of an experimental research related to chemical anchors in\udnatural stone. The minimum embedment depth for such fastening system is identified

Prediction of the pull-out strength of chemical anchors in natural stone