摘要
针对我国港口与海岸工程建设的需要,详细分析、介绍了不考虑地震荷载作用和考虑地震荷载作用两种情况下日本规范中格型钢板桩结构的计算方法。在抗剪计算中分别对泥面和格体底部进行验算;在稳定性计算中考虑结构几何特性和受力特点,根据转动点位置的不同提出4种不同的受力模型;在地基承载力计算中考虑地基受偏心倾斜荷载的影响;在板厚的计算中考虑了腐蚀的影响。之后针对理论公式按计算流程编写了计算程序,对某跨海工程人工岛围堰工程和其他三个工程的计算验正了计算方法和程序的正确性。与其他方法相比,日本规范法概念明确,计算速度快,适合工程计算,也适用于入土深度比较大的情况。
A detailed description about the calculation methods for the cellular-bulkhead structure was given considering seismic loads according to the development of port and coastal engineering construction. The analysis of shear deformation shall be taken at the bottom of the cell or the seabed. In the analysis of overturning stability four equilibriu models were established in consideration of the structure’s geometry,force characteristics and rotation point position. The effect of the eccentric and inclined actions was taken in the analysis of ground bearing capacity and the impact of corrosion was taken in the calculation of cell thickness. Then a calculation program has been compiled to solve the expressions according to theoretical formula. The methods and the program proved to be correct compared with the results of three project examples in the reference and the result based on a cofferdam of the artificial island in a sea crossing project. The Japanese standards method had clear concepts and fast calculation speed. It is not only suitable in engineering application,but also suitable when embedded length ratio is larger.
出处
《港工技术》
2013年第6期21-27,共7页
Port Engineering Technology
基金
天津市科技支撑计划重点项目(10JCYBJC03400)
天津市自然科学基金项目(10SYSYJC27300)
国家自然科学基金项目(50979069)资助
关键词
格型钢板桩
日本规范
地震荷载
计算方法
入土深度比
Cellular-bulkhead
Japanese standards
Seismic loads
Calculation method
Ground bearing ca-pacity
