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.
关键词
渡槽工程基桩检测/静载试验/高应变法/单桩极限承载力
Key words
aqueduct engineering foundation pile detection/static load test/high strain method/ultimate bearing capacity of single pile
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