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固结系数的最小二乘法计算
引用本文:包太,刘新荣,朱凡,朱可善.固结系数的最小二乘法计算[J].岩土工程学报,2005,27(10):1230-1232.
作者姓名:包太  刘新荣  朱凡  朱可善
作者单位:重庆大学土木工程学院;重庆大学土木工程学院 重庆400045;重庆400045;
基金项目:留学回国人员科研启动基金资助项目(教外司留[2002]247号)
摘    要:室内固结试验确定固结系数常用的是时间对数法和平方根法,这两种方法仅利用了试样固结试验中沉降量与时间关系曲线的初始值,利用的数据较少,无法反映固结的全过程。同时由于作图法受到的人为因素影响较大,难以准确确定固结系数,本文采用工程上通用的最小二乘法,通过公式推导,编程得到了固结系数的求解过程,通过计算机运算,从而避免了人为因素的影响,同时也得到了固结的初值和终值。

关 键 词:固结系数  最小二乘法  初始值  固结试验  
文章编号:1000-4548(2005)10-1230-03
收稿时间:2004-11-30
修稿时间:2004-11-30

Least square method for the consolidation coefficient evaluation
BAO Tai,LIU Xin-rong,ZHU fan,ZHU Ke-shan.Least square method for the consolidation coefficient evaluation[J].Chinese Journal of Geotechnical Engineering,2005,27(10):1230-1232.
Authors:BAO Tai  LIU Xin-rong  ZHU fan  ZHU Ke-shan
Affiliation:Faculty of Civil Engineering Chongqing University Chongqing 400045 China
Abstract:The consolidation coefficient was an important parameter in geotechnical engineering.To improve the precision of consolidation coefficient,many solutions have been suggested,such as logarithm of time and square root of time methods.However,many solution depends on the initial value of compression curve which and influenced the precision of consolidation coefficient directly.At the same time,only few data were adopted to determine the consolidation coefficient and couldn’t reflect the complete process of conslidation.So,in the paper,the least square method was adopted to compute the consolidation coefficient with the derived formulae.At the same time,the obtained solution could eliminate personal error and get the initial and final values of conslidation.
Keywords:consolidation coefficient  least square method  initial value  consolidation test
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