Testing the Bearing Capacity of Bored Cast-in-place Piles in the Qishui River Aqueduct of Baoji Gorge
The Qishuihe Aqueduct Project in Baojixia Irrigation District comprehensively adopted static load method and high strain method for pile bearing capacity testing.Through two testing methods,the ultimate bearing capacity of a single pile was verified to meet the design requirements.The advantages,disadvantages,accuracy,and reliability of the two testing methods were compared and analyzed.Reasonable selection and combination of the two when conducting engineering pile testing can meet engineering requirements and provide reference for similar engineering pile bearing capacity testing.
aqueduct engineering foundation pile detectionstatic load testhigh strain methodultimate bearing capacity of single pile
万方数据
维普
