STATIC ALTERNATING CYCLIC HORIZONTAL LOAD TESTS ON DRIVEN STEEL PIPE PILES OF FOUNDATIONS FOR HIGHWAY BRIDGES（DFI2006）
Tomisawa(C.E.R.I.of Hokkaido)・Nishimoto(C.E.R.I.of Hokkaido)・ Fukushima(C.E.R.I.of Hokkaido)・ Kojima (Japanpile) & Matsumoto（Kanazawa Univ.)
■発行所：DFI（The Deep Foundation Institute and the European）
Two bridges were constructed for extension work of Central Hokkaido Connection Road in 2005 at two different sites. Pile group foundations were employed for the foundations of abutments of the two bridges. In order to assess the performance of the constructed piles in the sites and to obtain design parameters for design in future, static alternating cyclic horizontal load test was carried out on one of the open-ended steel pipe piles constructed at each site. The ground at one site was characterised as a thick deposit of volcanic soils, and the ground at the other site was characterised as a very soft peat layer near the surface. In this paper the results of static alternating cyclic horizontal load tests on the piles at the two sites are presented and discussed in detail.