后压浆钻孔灌注桩承载力设计要点探讨

后压浆钻孔灌注桩承载力设计要点探讨

文章导航 > 钻探工程 > 2005 > (9): 17-19

后压浆钻孔灌注桩承载力设计要点探讨[J]. 钻探工程, 2005, (9): 17-19.

引用本文:

后压浆钻孔灌注桩承载力设计要点探讨[J]. 钻探工程, 2005, (9): 17-19.

Discussion on the Designing Points of Bearing Capacity of Posterior Grouting Bored Piles[J]. DRILLING ENGINEERING, 2005, (9): 17-19.

Citation:

Discussion on the Designing Points of Bearing Capacity of Posterior Grouting Bored Piles[J]. DRILLING ENGINEERING, 2005, (9): 17-19.

刊出日期: 2005-09-10

Discussion on the Designing Points of Bearing Capacity of Posterior Grouting Bored Piles

Publish Date: 10 September 2005

摘要: 简要介绍钻孔灌注桩桩端、桩侧后压浆对单桩极限承载力的增强机理,并结合工程实例阐述钻孔灌注桩后压浆施工的工程实际效果,根据实践经验对后压浆钻孔灌注桩单桩极限承载力的设计要点提出几点建议.
- 钻孔灌注桩 /
- 后压浆 /
- 单桩极限承载力

/