摘要
利用复合材料模型模拟加筋地基,按照土塑性力学分析加筋地基的变形和破坏,并按传统滑移线解法推导出浅基础加筋地基的承载力设计公式,利用实例比较探讨了本文方法与传统极限分析法的优缺点。
A composite-material model is used to simulate reinforced foundation, and its deformation and failure are analyzed according to soil plasticity mechanics. Furthermore, the bearing capacity design formula of reinforced soil of shallow foundation is also developed using traditional slip-line field method. Case studies are made to compare this design approach with traditional limit analysis.
出处
《中国农村水利水电》
北大核心
2005年第5期57-59,共3页
China Rural Water and Hydropower
关键词
复合材料
加筋地基
承载力
浅基础
composite material
reinforced foundation
bearing capacity
shallow foundation
