Abstract
Slope engineering plays a crucial role in civil engineering, and its stability directly affects the safety, reliability, and economy of the entire project. During construction, the rock layers of slopes are prone to deformation due to construction activities, which not only affect the progress and quality of construction but also pose potential safety hazards to the surrounding environment and structures. Therefore, accurately predicting the deformation of rock layers in slopes under construction disturbance is of paramount importance. This paper analyzes the traditional and modern methods of slope rock deformation analysis and discusses the prediction method of rock deformation in slopes under construction disturbance. Based on this, a comparison and evaluation of prediction methods for rock deformation in slopes under construction disturbance are conducted, aiming to provide theoretical support and guidance for engineering practice.
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