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VolF11Šª
”NF 2002”N
•ÅF 1003-1008•Å
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ŒfÚŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒi‰pjF Yoshio Shiozaki, Takahiro Sugano, Nobuaki Shiraishi
ƒ^ƒCƒgƒ‹i‰pjF SHAKING TABLE TESTS ON THE DAYNAMIC BEHAVIOUR OF CANTILEVER QUAY WALLS
´˜^i‰pjF To ascertain the seismic stability of cantilever quay wall (L-shaped block), a series of shaking table tests was carried out. From the test results, the following conclusions are drawn. 1) The cantilever quay wall and the backfill rubble above the bottom slab moved together. 2) High vertical earth pressure was observed on the rear edge of the bottom slab, which improved the seismic stability of the structure.
ƒL[ƒ[ƒhi‰pjF Shaking table test, Cantilever quay wall, Earthquake resistant
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