For the purpose of investigating the damage mechanism and failure characteristics of tunnel lining under the strike-slip fault movements. a three-dimensional elastoplastic finite element model was established in the present study including a railway tunnel across an active strike-slip fault. With the assistance of this numerical model. the tensile and compressive damage. https://www.jmannino.com/limited-save-Footjoy-Full-Zip-Knit-Weste-Herren-top-mega/