摘要
简要介绍福州油料转运站码头，根据自然条件、地质条件及航道整治要求，采用Φ１５００～１８００嵌岩灌注桩梁板式结构型式的情况。
AbstractIt briefly introduces some situations of Fuzhou Oil Transhipment Terminal,which in accordance with the natrual condition,gelolgic condition and channel regulation's requirement,it's adopted the beam-slab structure with Φ1500～1800 m pipe pile embedded into rock and concreting inside.
出处
《水运工程》
北大核心
1998年第5期19-19,21,共2页
Port & Waterway Engineering
