In this research、 dynamic and static load tests were performed on permanent foundation piles which had a pile length of 30 m、 800 mm in outer diameter and 15 mm in wall thickness. In this site the dynamic horizontal load test on a smaller test pile、 12 m in length、 500 mm in outer diameter and 12 mm in wall thickness、 was also carried out. The static horizontal load versus horizontal displacement derived from the dynamic load test conformed well to that measured [*]in the conventional static horizontal load test of the pile with 800 mm diameter. Then an attempt was made to predict the horizontal load displacement of the pile with 800 mm diameter based on the results of the dynamic horizontal load test of the pile with smaller diameter of 500 mm. |