スカート基礎の桟橋先端防衝工への適用(<小特集>ウォーターフロントにおける基礎構造)

概要

論文の詳細を見る
A skirt foundation consists of thin concrete walls inserted into seabed. The skirt is inserted to the required depth by applying suction inside the skirt compartment. Installation of a vessel buffer structure with a skirt foundation was completed at Misaki-cho in the south of Osaka prefecture in September 2000. This paper describes the monitoring results and compares the observed and predicted penetration resistance. The results are as follows : (1) The inclination of the structure was well controlled by providing different suctions for each skirt compartment. (2) The suction reduces penetration resistance, and the measured penetration resistance are close to that of the estimated values based on the bearing capacity theory.
社団法人地盤工学会の論文
2002-04-01