|本期目录/Table of Contents|

[1]王星辉.三轴剪切总应力强度指标的回归求值[J].地球科学与环境学报,2004,26(01):52-54.
 WANG Xing-hui.Regression solution for general stress intensity of the tri-axis shearing[J].Journal of Earth Sciences and Environment,2004,26(01):52-54.
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三轴剪切总应力强度指标的回归求值(PDF)
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第26卷
期数:
2004年第01期
页码:
52-54
栏目:
出版日期:
2004-03-20

文章信息/Info

Title:
Regression solution for general stress intensity of the tri-axis shearing
作者:
王星辉
西安建材地质工程勘察院,陕西西安710003
Author(s):
WANG Xing-hui
Geological Investigation and Survey Institute of Bui lding-Materials of Xi'an , Xi'an 710003 , China
关键词:
三轴剪切线性回归凝聚力摩擦角
Keywords:
tri-axis shearing linear regression cohension friction angle
分类号:
TU432
DOI:
-
文献标志码:
A
摘要:
工程勘察三轴试验的总应力强度指标的计算,运用解析几何原理导出任意两个应力圆公切线 切点坐标计算公式,尤其是直接计算切线斜率。各切点通过线性回归建立合切线包线)的直线方程,进 而计算凝聚力Cu和摩擦角φu。采用数据直接计算方法,替代了以前手工图解或计算机交互图解,计算 速度快,精度高。
Abstract:
In order to calculate the intensity of general-stress in tri-axis test in geotechnical investigation , the author uses cartesian geometry principle to derivate calculation functions of common tangent points coordinates of every circle by the common tangent line .Especially , the slope tangent line is calculated directly .With regard to all of tangent points , the linear regression method is used to derive the equation of the tangent line , and then to calculate the coacervation force Cu and the friction angle φu of the soil.This direct calculating method may take place of the illustration methods by hands or interactive illustration method on the computer , and is faster and may take more precise .

参考文献/References:

[1] 陈家鼎, 刘婉如, 汪仁官, 等.概率统计讲义[M] .北京:高等教 育出版社, 1994 .
[2] 李岳生, 黄友谦.数值逼近[M] .北京:人民教育出版社,1979 .
[3] 交通部公路科学研究所.公路土工试验规程[S] .北京:人民交 通出版社, 1993 .

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备注/Memo

备注/Memo:
[收稿日期]2003-04-14
[作者简介]王星辉1960-),男,山东滨州人,高级工程师,现从事岩土工程勘察工作。
更新日期/Last Update: 2004-03-20