大跨度双排钢板桩围堰的变形特性分析

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  • 1.上海交通大学土木工程系,上海  200240
    2.中船第九设计研究院工程有限公司,上海  200063
侯永茂(1981-),男,山东莱州市人,博士生,主要研究方向为地下结构、数值模拟.|王建华(联系人),男,教授,博士生导师,电话(Tel.):021-62932915; E-mail: wjh417@sjtu.edu.cn.

收稿日期: 2008-09-30

  网络出版日期: 2021-04-25

基金资助

上海市登山行动计划重大项目(00062012005);上海市重点学科项目(B208);国家自然科学基金资助项目(50679041)

Deformation Performance of Double Steel Sheet Piles Cofferdam

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  • 1.Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
    2.The Ninth Design and Research Institute of CSSC, Shanghai 200063, China

Received date: 2008-09-30

  Online published: 2021-04-25

摘要

对上海某大型船坞工程双排钢板桩围堰进行现场监测,并结合施工工况对监测结果进行分析,对大跨度双排钢板桩围堰的变形特性进行研究.监测结果表明,大跨度双排钢板桩围堰的变形较大,且具有明显的三维空间效应,围堰前、后排钢板桩的变形特性存在一定差异.利用考虑应力场与渗流场完全耦合的有限元方法模拟现场施工情况,分析了现场施工中加固围堰内侧土体对控制围堰变形的效果.

本文引用格式

侯永茂, 王建华, 顾倩燕 . 大跨度双排钢板桩围堰的变形特性分析[J]. 上海交通大学学报, 2009 , 43(10) : 1577 -1580,1584 . DOI: 10.16183/j.cnki.jsjtu.2009.10.013

Abstract

Large span double-row steel sheet piles were constructed in marine environments to serve as cofferdams of dry dock projects. Due to the construction of the dock excavation, considerable deformation of the cofferdam could occur. The deformation of the large span double-row steel sheet piles was measured during construction of a large scale dock project in Shanghai. Extensive field performance data were collected including lateral survey data and lateral inclinometer data. Construction procedures were summarized and correlated with monitoring data. The measured data were analyzed to investigate the deformation performance of the large span double-row steel sheet piles. A 2D finite-element method was also performed to study the effect of the soil reinforcement technology on deformation control of the double-row steel sheet piles.

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