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人工挖孔扩底桩的原型荷载试验研究
引用本文:史鸿林,查松亭.人工挖孔扩底桩的原型荷载试验研究[J].工业建筑,1991(8):37-41.
作者姓名:史鸿林  查松亭
作者单位:安徽省建筑工程质监站 (史鸿林,辛家尤),安徽省建设厅勘察队 (查松亭),安徽省建筑设计院(王恩樟)
摘    要:本文通过对合肥电冰箱总厂综合楼工程挖孔桩的原型静载荷试验,探讨了以土层作为持力层的挖孔扩底桩单桩极限承载力、荷载传递规律、端承力和各土层桩周摩阻力的分配问题。

关 键 词:挖孔扩底桩  桩端承载力  桩周摩阻力  变形

PROTOTYPE STUDY ON LOAD CAPACITY FOR PILE WITH EXPANSIVE BOTTOM DRILLED BY MANPOWER
Abstract:In this paper an estimate method for load capacity of single pile with expansive bottom which isheld by soil layer and for which the well is drilled by manpower is introduced. In test the transfer ruleof the load undertaken by the pile is analyzed. Load supported by bottom of the pile and carried bythe friction force of the soil layer around the pile are evaluated and ratio between them are estimated.
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