摘要
提出了确定完整指数函数参数的差分形式最小二乘法,然后结合试验数据,用完整指数函数对实测单桩Q—S曲线的规律进行拟合分析,发现拟合曲线与实测曲线吻合很好。
Least square model solution of difference form of integrated exponential functional model is put forward to determine parameters of integrated exponential function in the paper. Then combining with test, analyze the law of fitting Q--S curve right by integrated exponential functional model. Found that fitting curve is in good agreement with curve measured.
出处
《山西建筑》
2010年第11期110-111,共2页
Shanxi Architecture
关键词
完整指数函数
单桩竖向静载荷试验
Q—S曲线
integrated exponential function, vertical static load test of single piles, Q--S curve
