摘要
依据实际工程项目的直接剪切试验数据,分别采用最小二乘法、梯度降减法拟合试验数据的线性关系式,根据各自关系式确定抗剪强度指标C,φ值。同时,以实际试验数据为标准,分析采用不同方法拟合的线性关系式可靠性;以最小二乘法确定抗剪强度指标为参照值,比较采用其他方法确定抗剪强度指标与其之间的差异。
Ased on the direct shear test data of actual engineering projects,this paper uses the least square method,gradient reduction method to fit the linear relationship of the test data,and determines the shear strength index C,φValue.At the same time,based on actual test data,the reliability of linear relationships fitted using different methods is analyzed;Using the shear strength index determined by the least square method as a reference value,compare the differences between the shear strength indexes determined by other methods and their values.
作者
罗杰
贾静
LUO Jie;JIA Jing(Hebei Research Institute of Investigation&Design of Water Conservancy&Hydropower Group Limited,Tianjin 300220,China)
出处
《水科学与工程技术》
2023年第6期83-86,共4页
Water Sciences and Engineering Technology
关键词
最小二乘法
梯度递减法
C
φ值
可靠性
差异
least square method
gradient descent method
C,φvalue
reliability
difference