安徽建筑大学学报
安徽建築大學學報
안휘건축대학학보
Journal of Anhui Institute of Architecture & Industry
2015年
5期
42-46
,共5页
机械连接竹节桩%不同土质%承载力%对比
機械連接竹節樁%不同土質%承載力%對比
궤계련접죽절장%불동토질%승재력%대비
mechanical-connection bamboo joint piles%different soil conditions%bearing capacity
机械连接竹节桩已在不同土质工程中得到应用且效果显著。本文将机械连接竹节桩与传统管桩在不同土质中的竖向极限承载力和抗拔承载力分别进行了对比性试验分析。结果表明，在不同土质情况下机械连接竹节桩的承载力比传统管桩有明显的提高。
機械連接竹節樁已在不同土質工程中得到應用且效果顯著。本文將機械連接竹節樁與傳統管樁在不同土質中的豎嚮極限承載力和抗拔承載力分彆進行瞭對比性試驗分析。結果錶明，在不同土質情況下機械連接竹節樁的承載力比傳統管樁有明顯的提高。
궤계련접죽절장이재불동토질공정중득도응용차효과현저。본문장궤계련접죽절장여전통관장재불동토질중적수향겁한승재력화항발승재력분별진행료대비성시험분석。결과표명，재불동토질정황하궤계련접죽절장적승재력비전통관장유명현적제고。
Mechanical‐connection bamboo joint pile has been used in different soil conditions and showed significant effect . In this paper , we carried out contrast test analysis of the mechanical connection bamboo pile with the conventional pipe pile in different soil vertical ultimate bearing capacity and anti pulling capacity .. T he results show that the bearing capacity of composite pile mechanical connection in different soil conditions is obviously higher than that of the conventional pipe .
