On Performance of Anchored Retaining Piles and Stability of Excavations

Accurate calculation of lateral displacements and internal forces of retaining structures and analysis of stability against sliding has great significance. This paper presents an analytic method to calculate displacements of anchored retaining piles and analyzes excavation stability with the modified mechanical model specified in the Chinese code of excavation. This research work is financially supported by the National Natural Science Foundation of China with Grant No. 51379122.