欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
在对碎石桩复合地基加固机理、破坏模式及复合地基与路堤共同作用机理分析的基础上,对路堤荷载作用下碎石桩复合地基沉降计算进行研究,提出碎石桩复合地基沉降的三段计算模式,即碎石桩鼓胀段采用应力修正法、非鼓胀段采用复合模量法、下卧层采用分层总和法的计算模式,并给出了相应的计算公式。文末以某工程实例对本文计算方法进行了验证。结果表明,碎石桩复合地基沉降三段计算方法可有效考虑路堤与碎石桩复合地基相互作用特点,方便工程应用。
英文摘要：
Based on working mechanism and failure models and embankment-composite foundation interaction analysis of gravel pile composite foundation,the settlement calculation of gravel pile composite foundation under embankment load is analyzed.Three parts calculation model for settlement calculation of gravel pile composite foundation is proposed,namely modified stress method for the expansion part of gravel pile and composite modulus method for that non-expansion part and layer-wise summation method for substratum of composite foundation.The calculation formulas are put forward correspondingly.Lastly the calculation method was verified by an engineering project.The results show that the interaction characteristics between embankment and gravel pile composite foundation can be considered effectively in the new calculation method and it is easy to apply to the engineering project.
同期刊论文项目
同项目期刊论文
期刊信息
位置：