Abstract:In view of the uncertainty of prestress loss and its support effect risk evolution of anchor cable support system caused by the construction disturbance of deep foundation pit in soft soil stratum, combined with the large deep foundation pit project of Wenzhou Airport, the in-situ test is carried out on the distribution characteristics and evolution of soil anchor cable prestress in the whole process of foundation pit excavation. Based on the real-time data, the variation characteristics of anchoring force in the process of foundation pit excavation, the influences of construction methods and parameters on the anchoring force, and the influence of geometric parameters of anchor cable on its own force and effect are systematically studied. The results show that the excavation and unloading of soil in short distance has a great abrupt effect on the real-time anchoring force of the anchor cable system. With the excavation process of the foundation pit, the anchoring force of each sample increases slowly. The loss and increase of the anchoring force depend on the geometric parameters of the anchor cable structure. When the length of the anchor cable is greater than or equal to three times the depth of the foundation pit, the loss of anchoring force tends to zero and increases gradually. The results can be used for the reference in the design of anchor cable support of foundation pit in soft soil stratum.