Volume 10,Issue 3
From the perspective of dynamic analysis of pile-soil contact stress, this paper investigates the load transfer law of combined reinforcement using anchor cable frames and anti-slide piles. It encompasses the load transfer mechanism of the combined reinforcement using anchor cables and anti-slide piles, collaborative design judgment, and long-term performance prediction. The aim is to provide a reference for subsequent collaborative design and its application, thereby ensuring the effectiveness of the combined reinforcement.