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For the foundation of the left bank retaining wall part in Niigata Port road tunnel, in orderto improve work efficiency and reduce construction cost and period, cantilever earth-retaining usingreinforced deep mixing (DM) method was adopted for the purpose of temporary earth-retaining, imperviousground, outer form of the main structure, and liquefaction countermeasure.In order to design this type of soil improved and H steel reinforced composite structured earth-retaining, which has no preceding case, reinforced concrete (RC) design method for acantilever beam based on Bernoulli-Euler theory was introduced combining with conventional DM designmethod.As a result of various type of researches, analyses, laboratory and in-situ tests, this methodwas proved to be feasible in terms of both design and execution.

COUNTERMEASURE FOR LIQUEFACTION AND TEMPORARY WORKS IN NIIGATA PORT ROAD TUNNEL