Composite rocks are easily encountered in a wide range of geotechnical construction projects. Understanding their mechanical properties and failure modes is very important to ensure project quality and safety. This study conducted a mechanical analysis t
evolution, we believe that the failure mode of type B1 landslides is related to extension dominated by the yield in shear zones in the lower part of the slope, and extension dominated by the yield in tension zones in the crown, and a schematic sketch of the failure mode is given (Figure...