Abstract: During the construction of remote highways, the disaster of landslide transformed from faulted rock mass often occurs. The landslide translated from the faulted rock mass is quite harmful to highway construction, and the control cost is very high. First, the deforming progress and mechanics, monitoring and stability after transformation are analyzed and discussed. Then the best proposal is adopted and the landslide is successfully controlled. Finally, the valuable experience and lessons are gained, and the inter-transform modes and influencing factors of the ancient faulted rock mass in layered, sheet and tabular anti-dip rock section, transforming into cutting-layer rock landslide, are summarized. It will give important instructions for treating disasters like this during the highway construction in the future.