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
Received date: 2008-09-30
Online published: 2021-04-25
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
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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