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                                        | 摘要: |  
                                        | 文章研究了循环荷载作用下软土地基的循环累积变形特性,将其等效为静力蠕变过程,采用拟静力的方法,建立了弹塑性的循环蠕变模型并提出了计算方法。以桶形基础为例,对循环荷载作用下软粘土地基的累积变形进行了计算、分析。 |  
                                        | The characteristics of cyclically accumulated deformation of soft soils under the action of cyclic loads are studied,which are equalized as a process of static creep.A pseudo-static elasto-plastic cyclic creep model is established and a calculation method is proposed.Taking a bucket foundation as an example,the cyclically accumulated deformation of soft soils under the action of cyclic loads in calculated and analyzed. |  
                                        | 基金项目: |  
                                        | 国家自然科学基金资助项目(50379035) |  
                                        | 作者简介: |  
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                                        | 参考文献: |  
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[7] 刘振纹.软土地基上桶形基础的稳定性研究[D].天津:天津大学,2002. |  
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