Analysis on Stress and Deformation of Pile-anchor Retaining Structure in Soft Soil

Abstract:

Based on the calculation analysis and the monitoring data study, the retaining structure with pile + soil anchor in soft soil was determined to be safe and feasible in soft soil area and the anchor pullout resistance can be guaranteed. The calculated deformation curve of retaining structure is close to actual situation. But taking account of the soil creep properties, there are some deviation between the calculation value of lateral displacement and measured value.