摘要
简要叙述汕头港珠池港区二期工程 3A#泊位与 2 #泊位过渡段连接处理 ;7#泊位大管桩码头与 6 #泊位混凝土方桩码头的衔接及 Φ75 0 mm的砂桩穿透标贯大于 15击的中粗砂层的施工措施。
The connection treatment for the transition section of Berth 3A # and Berth 2 #,the linkage between the big pipe pile terminal of Berth 7 # and the concrete square pile terminal of berth 6 # as well as the construction method of sand pile with the diameter of 750 mm penetrating the medium coarse sand layer are briefly narrated in the paper.
出处
《港工技术》
北大核心
2002年第2期18-21,共4页
Port Engineering Technology
