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厚层黄土中桩的水平承载力试验研究

Testing Study on Lateral Load-Bearing Capacity of Piles in Thick Loess

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【作者】 滕延京李大展何颐华

【Author】 Teng Yanjing Li Daizhan He Yihua(Institute of Foundation Engineering, China Academy of Building Research)

【机构】 中国建筑科学研究院地基基础研究所中国建筑科学研究院地基基础研究所

【摘要】 本文通过某电厂4根大直径扩底灌注桩的水平承载力试验,从实测的桩身应变,分析了浸水前后桩的水平承载力性状,探讨桩顶垂直荷载对桩水平承载力的影响,并将水平静载试验的实测值与理论计算值作了比较,提出了适用于厚层黄土中大直径灌注桩的计算方法。

【Abstract】 In this paper, the lateral load-bearing capacity of a pile in thick loess is described by testing four large diameter belled piles. According to strains of the pile shaft, obtained from practical tests, the lateral load-bearing capacity of a pile before and after inundation is analysed and the effect of vertical load on the lateral load-bearing capacity of a pile is approached. By comparison of testing data with calculated results, the calculating method for the lateral loadbearing capacity of a large diameter pile cast-in-place in thick loess is presented.

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