摘要
采用自平衡法对浙江省嘉兴市某同一工程场地中的DX桩与普通直孔桩进行对比试验研究.结果表明,同等工程地质条件下采用DX桩较之于普通直孔灌注桩能提高承载力,同时可以减少沉降和缩短桩长,具有良好的经济效益和社会效益.
The comparative tests of DX piles and column piles at same sites in Jiaxing city of province Zhejiang in China were studied through the self balanced method, The result testifies that DX piles can gain better economic benefits and social benefits under the same geological conditions, such as increasing pile bearing capacity and reducing settlement and pile length.
出处
《湖北工业大学学报》
2006年第5期6-9,共4页
Journal of Hubei University of Technology
关键词
DX桩
自平衡法
承载力
沉降
对比试验
DX pile
self balanced method
bearing capacity
settlement
comparative test