遮帘式板桩码头结构设计方案的优化与验证  

Optimization for the Design of a New Type of Covered Sheet Pile Wharf

作　　者：吕宁 蔡正银[2] 徐光明[2] 焦志斌[2] 

机构地区：[1]唐山曹妃甸实业开发有限公司,唐山063200 [2]南京水利科学研究院,南京210024

出　　处：《港工技术》2006年第2期22-24,共3页Port Engineering Technology

摘　　要：在某大型深水泊位遮帘式板桩码头设计中,开展了大型土工离心模型试验,研究了初步设计方案中遮帘式板桩码头各构件的受力和变形情况,从而对初步设计方案进行了验证,并对原设计提出了优化。A centrifuge modeling for a new-type of covered sheet pile wharf is presented in the paper. The prospect design of new sheet pile wharf of this innovative structure has intensively been studied by centrifuge modeling. Based on the test result,an optimization is made for the initial design, and then behavior of the optimized design is verified again by centrifugal modeling.

关 键 词：遮帘式板桩码头 土工离心模型 设计优化 

分 类 号：U656.112[交通运输工程—港口、海岸及近海工程] U656.109[交通运输工程—船舶与海洋工程]