The utility model belongs to the technical field of the geotechnical engineering test and specifically relates to testing arrangement of bored concrete pile burden frictional resistance neutral point in deep back filling, its characterized in that: testing arrangement is at least including a plurality of pile body settlement measurement of group devices and stake zhou tuti settlement measurement device, pile body settlement measurement device is laid in the pile body of bored concrete pile, stake zhou tuti settlement measurement device is laid among the bored concrete pile pile body outlying stake zhou tuti, pile body settlement measurement device is used for measuring the settling amount of each cross -section department of bored concrete pile, stake zhou tuti measuring device is used for measuring the settling amount of each degree of depth department of stake zhou tuti. The utility model has the advantages that: but the position of specified neutral point receives the environmental impact less, and test method is simple, the data stabilization, and the cost is lower, more has the practicality, maneuverability, the long -term monitoring of being convenient for, application scope is wide.