宁波常洪隧道干坞设计及优化  

DESIGN AND OPTIMIZATION OF DRY DOCK OF IMMERSED CHANGHONG TUNNEL IN NINGBO

作　　者：陈昌祺[1] 曲莹[1] 

机构地区：[1]上海市隧道工程轨道交通设计研究院,上海200070

出　　处：《岩石力学与工程学报》2004年第7期1223-1228,共6页Chinese Journal of Rock Mechanics and Engineering

摘　　要：主要从干坞的选址、方案比选、边坡、坞墩和大堤、基底处理以及边坡稳定性计算和基底变形计算等方面,总结了干坞设计的一些方法和经验。The location selection is described for dry dock of the immersed Changhong tunnel in Ningbo. Comparison is made for the designs of dock pier,bank,and dock slope. The treatment of dock base is discussed. The stability of dock slope and the deformation of dock base are calculated. The method and experience of dry dock design are also summarized.

关 键 词：隧道工程 干坞 舾装 边坡稳定 坞墩 优化设计 基底变形 

分 类 号：U452[建筑科学—桥梁与隧道工程]