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水泥粉煤灰碎石桩复合地基的研究现状及展望
引用本文:邢硕,王运霞. 水泥粉煤灰碎石桩复合地基的研究现状及展望[J]. 北方工业大学学报, 2014, 26(1): 89-94
作者姓名:邢硕  王运霞
作者单位:北方工业大学建筑工程学院,100144,北京;北方工业大学建筑工程学院,100144,北京
摘    要:简述了水泥粉煤灰碎石桩(Cement Fly-ash Gravel,缩写CFG)复合地基的研究成果和研究现状.主要从褥垫层的设置原理、负摩阻力的特性和影响、沉降计算方法及承载力计算以及有限元分析等方面对CFG桩复合地基进行了分析、总结和评价,重点是对近5年的研究成果做了分析、总结和评价.分析结果表明,CFG桩复合地基的研究已经有了很大的进展,但其研究成果都具有各自的局限性,理论研究仍不能满足工程实践的需要.就此,本文对CFG桩复合地基未来的发展方向和值得进一步研究的问题进行了预测和展望.

关 键 词:CFG桩复合地基  褥垫层  负摩阻力  沉降及承载力计算  有限元

Research on Status and Prospects of Cement Fly-ash Gravel Pile Composite Foundation
Xing Shuo Wang Yunxia. Research on Status and Prospects of Cement Fly-ash Gravel Pile Composite Foundation[J]. Journal of North China University of Technology, 2014, 26(1): 89-94
Authors:Xing Shuo Wang Yunxia
Affiliation:Xing Shuo Wang Yunxia (Col. of Architectural Engineering, North China Univ. of Tech. , 100144, Beiiing, China)
Abstract:This paper briefly describes the research on the achievement and status of the Ce- ment Fly-ash Gravel pile, or CFG, of composite foundation. It makes an overall analysis, summary, and evaluation of the CFG pile composite foundation referring to the principle of mattress layer setting, characteristic and influence of negative skin friction resistance, settlement calculation meth- od, bearing capacity calculation and finite element analysis of the CFG pile composite foundation, especially for the last five years. The study shows that, the work has made very big progress, but limitations still exist. The theoretical research can not meet the needs of engineering practice yet. Finally, this paper points out that the prospects and future development of CFG pile composite foundation is still worthy of further study.
Keywords:CFG pile composite foundation  mattress layer  negative friction resistance  settlement and bearing capacity calculation  finite element
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