摘要
采用自平衡试桩法进行了3根试桩静载荷试验,同时采用振弦式钢筋应力计测得3根试桩轴向应力,分析了自平衡试桩时桩土的荷载传递性状。最后采用精确转换法和简化转换法对自平衡测试结果进行了转换,并比较了转换结果。
Self-balanced method was adopted for three piles static testing; at the same time, the axial forces of the three piles were measured by stress gauge. And the pile-soil load transfer behavior of the three piles tested by this method, is analyzed. Finally, the self-balanced results were converted to equivalent pile head load-settlement curves with both the precise and the approximate methods respectively; and the comparison between them is carried out too.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第6期1065-1069,共5页
Rock and Soil Mechanics
