板桩护岸结构型式在太仓港的应用  

Application of sheet pile revetment structures in Taicang Port

作　　者：邵雨辰 吕紫君 郭庆霞 SHAO Yuchen;LÜZijun;GUO Qingxia(Nanjing Water Conservancy Planning and Design Institute Co.,Ltd.,Nanjing 210000,China)

机构地区：[1]南京市水利规划设计院股份有限公司,江苏南京210000

出　　处：《水利建设与管理》2025年第3期1-7,共7页Water Conservancy Construction and Management

摘　　要：由于长江河势自然演变及相关工程建设等的影响,太仓港前沿水下地形近年来受到了较为剧烈的冲刷,其中武港—华能码头之间预留码头岸线因未进行防护,冲刷后退尤为严重,存在滑坡、坍塌风险。本文在分析太仓港典型岸坡冲刷规律的基础上,提出采用板桩护岸结构型式,以保证护岸结构的稳定,增加护岸工程的整体强度,减少后期护岸加固工程量。Due to the natural evolution of the Yangtze River’s course and the impact of related engineering projects,the underwater topography at the front of Taicang Port has experienced significant erosion in recent years.Among these areas,the reserved dock line between Wugang and Huaneng Pier has not been protected,and the erosion has caused significant retreat,with risks of landslides and collapses.This paper,based on an analysis of typical bank slope erosion patterns at Taicang Port,proposes the use of a sheet pile revetment structure,which ensures the stability of the revetment,enhances the overall strength of the structure,and reduces the amount of subsequent reinforcement work required.

关 键 词：河势演变 长江 太仓港 板桩护岸 

分 类 号：TV861[水利工程—水利水电工程]