节点文献
钻孔灌注桩后压浆处理工艺及单桩受荷性状
After Grouting Technique of Bored Pile and Loading Properties of Single Pile
【摘要】 本文以太原安静花园 1#楼单桩静载试验为依据 ,论述桩端侧后压浆工艺及单桩处理后受荷特性 ,说明本工程单桩极限承载力基本可以提高 10 0 % ,并提出了这类桩基在太原应用的有关设计建议。
【Abstract】 Based on the single pile’s static test of No.1 Building in Anjing Garden of Taiyuan, this paper discusses the after grouting technique on both pile end and pile side and the loading properties of single pile after being treated,The conclusion shows that the single pile’s ultimate bearing capacity can be increased by 100%.And this paper puts forward some relative design suggestions for the application of such piles in Taiyuan district.
- 【文献出处】 科技情报开发与经济 ,Sci/tech Information Development & Economy , 编辑部邮箱 ,2001年01期
- 【分类号】TU473.1
- 【下载频次】18