摘要
对于地基深厚的软土或下卧土层非砂土的地质条件,倾向于采用极限平衡法。本文通过对现有的计算模型进行改进,简化轴心在转动点位置假设,并且分别建立格形钢板桩防波堤结构和稳定的码头结构计算模型,最后采用非线性有限元分析的方法进行验证。
For the foundation for the deep soft soil, lie under the soil of sandy soil geological conditions, inclined to adopt the limit equilibrium method. Based on the existing calculation model is improved, and remove the corresponding axis of rotation point location in assumptions, and respectively established shape steel sheet pile breakwater structure and the stable structure calculation model of the wharf and finally the nonlinear finite element analysis software is used for validation.
出处
《能源研究与管理》
2015年第1期89-91,共3页
Energy Research and Management
关键词
计算模型
格形钢板桩
稳定性
calculation model
cellular-bulkhead
stability
