摘要
通过挤扩支盘灌注桩静载荷试验,寻求挤扩支盘灌注桩基础在杭州地区应用的可行性.通过静载荷试验得出试验桩的实际承载力,并与普通钻孔灌注桩进行了比较,为杭州地区地基基础施工引进一种既安全可靠又可大量节约工程造价的新工艺.最后提出了基于试验的若干建议.
By performing a static load experiment on cast-in-place with branches and plates pile, the paper discusses the feasibility of cast-in-place with branches and plates pile in Hangzhou area. Comparing with common cast-in-place pile, the experiment results reflect the main character of the cast-in-place with branches and plates pile: high bearing capacity and low settlement. These results may guide the design and practice of cast-in-place with branches and plates pile in Hangzhou area.Based on the experiment the paper also puts forwards some useful suggestions.
出处
《科技通报》
北大核心
2003年第1期58-61,共4页
Bulletin of Science and Technology
