The application discloses a kind of tangential
frost heaving force test methods of cold region
pile foundation, belong to cold region
pile foundation
frost heaving prevention and control technical field, the test method of the application is in the top of test
pile Design load is applied and is kept, and in the time point when freezing depth and
frost heaving reach maximum, obtain annual maximum unit tangential
frost heaving force, by the determination of dangerous section, obtain the maximum tangential
frost heaving force that pile body bears, namely the most unfavorable load state that pile foundation faces in a year, can be directly used as the key
design control value of pile foundation
security guarantee, fundamentally avoid the problem of data randomness and insufficient representation caused by improper
test timing, so that key design parameter originates from real annual most unfavorable working condition, provide more scientific and reliable basis for subsequent
frost heaving prevention and control and stability checking.