摘要
根据砂性土中单桩和桩基的模型试验，探讨了砂土中单桩在轴向、横向和扭转荷载下的变形特性，对群桩效率进行了分析。
The deformation character of a single pile in sandy soil under axial, lateral and torsional load is investigated, and the efficiency of a group of the piles are analysed as well on the basis of the model test for a single pile and pile foundation in sandy soil.
出处
《桥梁建设》
EI
CSCD
北大核心
1997年第2期58-70,共13页
Bridge Construction
关键词
砂性土
单桩
桩基
模型试验
桥梁试验
sandy soil, single pile, pile foundation,model test
