摘要
从地基、设计、施工三个方面对重力方式方块码头后倾因素作了分析 ,并提出了相应建议 ,认为合力位置与后踵距离问题 ,同墙、土、地基相互作用密切相关。
In this paper, the factor for back incline of gravity concrete block quay wall was analyzed from three aspects of foundation soil, design and construction and the suggestions of solving problems were also given
出处
《海岸工程》
2000年第2期36-39,共4页
Coastal Engineering
