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先期固结压力的数值计算法
引用本文:范伟,胡毅夫,张久杰,董燕君.先期固结压力的数值计算法[J].交通标准化,2006(12):111-114.
作者姓名:范伟  胡毅夫  张久杰  董燕君
作者单位:1. 中南大学资源与安全工程学院,湖南,长沙,410083
2. 中国水电工程顾问集团公司中南勘测设计研究院,湖南,长沙,410014
摘    要:基于卡萨格兰德法,分析并确定土体先期固结压力曲线的拟舍数学模型,根据先期固结压力的数值计算原理,应用Mallab软件可实现其数值求解,实例表明,Matlab软件在土工试验数据处理上有很好的应用价值。

关 键 词:先期固结压力  最小二乘拟合法
文章编号:1002-4786(2006)12-0111-04
收稿时间:2006-06-05
修稿时间:2006年6月5日

Numerical Solutions for Pre-consolidation Pressure
FAN Wei,HU Yi-fu,ZHANG Jiu-jie,DONG Yan-jun.Numerical Solutions for Pre-consolidation Pressure[J].Communications Standardization,2006(12):111-114.
Authors:FAN Wei  HU Yi-fu  ZHANG Jiu-jie  DONG Yan-jun
Institution:1.School of Resources and Safety Engineering, Central South University, Changsha 410083, China; 2.Mid-south Survey, Design and Research Institute, CHECG, Changsha 410014, China
Abstract:Based on Casagrande method, using polynomial to fit pre-consolidation pressure curve and the fitted mathematical model of the curve is confirmed after analyzed and compared. According to use Matlab software, the numerical solutions of pre-consolidation pressure is successfully achieved based on the numerical method of the pre-consolidation pressure. Taking example to explain the Matlab software has much application values in dealing soil experiment data.
Keywords:Matlab
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