期刊文献+

CFG桩复合地基和预应力混凝土管桩桩基方案比较研究 被引量:3

Case Study and Comparison of CFG Pile Composite Foundation and Pre-stressed Concrete Pipe Pile Foundation
下载PDF
导出
摘要 以郑州市某城中村改造项目工程为例,探讨了如何结合当地施工设备、施工工艺、地域经验和设计经验,合理地选取桩基方案或地基处理方案。对安全性、适用性、经济合理性、技术先进性、施工难易度、成桩质量、环境保护、施工工期等方面进行了分析研究,研究分析表明本工程采用预应力混凝土管桩是最优的方案,为郑州及周边地区工程场地砂层埋深较浅的类似工程提供了经验与参考依据。 Taking an urban village reconstruction project in Zhengzhou city as an example,it was discussed that how to select the reasonable pile foundation scheme or foundation treatment scheme combined with the local construction equipment,construction technology,regional experience and design experience. The aspects of safety,applicability and economic rationality,advancement of technology,the degree of construction difficulty,pile quality,environmental protection,construction period and other aspects are analyzed and studied. The final analysis shows that adopting prestressed concrete pipe pile is the optimal solution for this project,providing experience and reference for similar projects of shallow depth sand ground in Zhengzhou surrounding areas.
出处 《河南科技》 2015年第1期103-105,共3页 Henan Science and Technology
关键词 CFG桩 复合地基 预应力混凝土管桩 单桩承载力 有效桩长 CFG pile composite foundation pre-stressed concrete pipe pile bearing capacity of pile effective length
  • 相关文献

参考文献2

二级参考文献33

  • 1ZhengJunjie PengHong NieChongjun.ANALYTICAL SOLUTIONS TO EXPANSION OF CYLINDRICAL CAVITY IN LINEAR SOFTENING SOIL[J].Acta Mechanica Solida Sinica,2004,17(4):353-360. 被引量:8
  • 2陈国祝,郑国芳.两类土层中复打桩承载力的剖析[J].水运工程,1995(4):11-18. 被引量:2
  • 3朱泓,殷宗泽.打桩效应的有限元分析[J].河海大学学报(自然科学版),1996,24(1):56-61. 被引量:41
  • 4JGJ79-2002.建筑地基处理技术规范[S].,2002..
  • 5[2]Butterfield R , Banerjee P K. Application of Electroosmosis to Soils. Part 2, Civil Engineering Research Report, 1968: 709-715.
  • 6[3]Vesic A S. Expansion of Cavities in Infinite Soil Mass[J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 1972, 98(3): 265-290.
  • 7[4]Carter J P, Booker J R & Yeung S K. Cavity Expansion in Cohesive Frictional Soils[J]. Geotechnique,1986,36(3): 349-353.
  • 8[5]Randolph M F, Carter J P & Wroth C P. Driven Piles in Clay-the Effects of Installation and Subsequent Consolidation[J]. Geotechnique,1979,29(4): 361-392.
  • 9[9]Baligh,Mohsen M. Strain Path Method[J].Journal of Geotechnical Engineering, 1985,111(9): 1108-1136.
  • 10[10]Meyerhof, G.G. Ultimate bearing capacity of wedge-shaped foundations.National Research Council -- Associate Committee on Soil and Snow Mechanics -- Technical Memorandums, 1962.

共引文献37

同被引文献21

引证文献3

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部