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Before and after the test constructions, and after an 11-month hiatus from the pilot pile installations, the in-situ tests (CPT, SPT) were carried out at the ground adjacent to the noise- and vibration-free screw concrete piles installed by 2 kinds of construction methods (i.e., the toe-jetting shoe type, the pre-digging type). In the toe-jetting shoe type construction methods, after construction, the soil strength within 3.5D (where, D

han-guk jiban gonghakoe nonmunjip/han'gug ji'ban gonghaghoe nonmunjib

A Characteristics of the Strength Recovery of the Soil Adjacent to the Pile Depending on the Construction Methods of a Environment-friendly Screw Concrete Pile for a Noise- and Vibration-free Method