大型深水低位卸荷块体式方块码头的设计和应用  

The Design and Application of Huge and Deep Water Low Level Concrete Block Quay Wall with Relieving Block

作　　者：王美茹[1] 刘立鈺 

机构地区：[1]交通部一航院,天津300222 [2]河海大学,南京210024

出　　处：《港工技术》1994年第4期32-38,共7页Port Engineering Technology

摘　　要：以青岛港前湾一期工程5万吨级多用途码头为例,重点介绍大型深水低位卸荷块体式方块码头结构的设计特点和室内土工离心模型试验的验证结果,并对卸荷块体的最佳位置和尺度及其与卸荷效果的关系等提出了建议。Taking the multi-purpose terminal of 50000 DWT of the first stage project cf Qianwan, Qingdao Port as an instance, the paper introduces emphasisly the characteristics of design for the structure of huge and deep water low level concrete block quay wall with relieving block and the results of centrifugal model test of soil mechanics in laboratory and makes description of the relation between the optimum location, size with the relieving effect.

关 键 词：卸荷块体 方块码头 土工离心模型 试验 设计 

分 类 号：U656.111[交通运输工程—港口、海岸及近海工程]