水道港口2016，Vol.37Issue(1)：71-80,10.
侧向变位对板桩墙土压力影响的研究综述
Review on influence of sheet pile wall lateral displacement on earth pressure
陈达 1汪啸 1杨一琛 1邓永锋2
作者信息
- 1. 河海大学港口海岸与近海工程学院,南京210098
- 2. 中交上海航道勘察设计研究院有限公司,上海200120
- 折叠
摘要
Abstract
Sheet pile wharf has been widely used in coastal and inland areas for its advantages such as struc-ture simplicity, constructing convenience and suitability of complicated geological conditions etc. Conventional de-sign methods assume that earth pressure in front of and behind a sheet pile wall achieve the passive and active criti-cal states, respectively. However, the lateral deformation and displacement of the entire wall are restricted to a vari-able extent due to the combined effects of soil and anchor structures during the construction and service periods. Hence, the actual earth pressure is not in the critical state which could lead to conservative project design with waste of cost or rash one with hidden danger. Therefore, many researchers studied the influence of lateral deforma-tion and displacement on the earth pressure in front of and behind a sheet pile wall, and many results were obtained. In this paper, the state of the influence of lateral deformation of soil on earth pressure coefficient and displacement of the sheet pile wall on earth pressure were reviewed to summarize the main conclusions. Finally, some suggestions on the direction of future research were presented.关键词
板桩墙/变形/位移/土压力系数/土压力Key words
sheet pile wall/deformation/displacement/earth pressure coefficient/earth pressure分类
建筑与水利引用本文复制引用
陈达,汪啸,杨一琛,邓永锋..侧向变位对板桩墙土压力影响的研究综述[J].水道港口,2016,37(1):71-80,10.
