Abstract：Based on the in-situ tests，the behaviors of single diving dry-vibrated compacted and anti-pull stone column with steel bars are studied during the compression-uplift cyclic loading. The study shows that the stresses are concentrated in the reinforcing steel bar and increase with the number of cycle. The bolted body of bottom mainly provides anti-pull bearing capacity. Compression-uplift cyclic loading has little effect on the settlement and stress of anti-pull stone column. Residual strain always exists after unloading no matter the pullout force is large or small，and increases slowly with the number of cycle. Uplift cyclic loading has little effect on the settlement of anti-pull stone column. Anti-pull bearing capacity and settlement of anti-pull stone column have visible linear relations before reaching the failure load. The failure characteristics of anti-pull stone column are very clear and the failure load of the anti-pull stone column can be obtained easily.
