研究论文

基于动力系统自记忆原理的软土地基沉降预测

  • 黄仁东;金浩;汪宏
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  • 1. 中南大学资源与安全工程学院,长沙 410083;2. 中国葛洲坝集团基础工程有限公司,湖北宜昌 443000

收稿日期: 2012-12-10

  修回日期: 2013-02-08

  网络出版日期: 2013-03-28

Prediction of Soft Soil Foundations Settlements Based on Self-memorization Principal of Dynamic System

  • HUANG Rendong;JIN Hao;WANG Hong
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  • 1. School of Resources & Safety Engineering, Central South University, Changsha 410083, China;2. China Gezhouba Group Foundation Engineering CO., LTD, Yichang 443000, Hubei Province, China

Received date: 2012-12-10

  Revised date: 2013-02-08

  Online published: 2013-03-28

摘要

基于软土地基沉降的过程是一个非线性的动力系统演变过程,为较为准确地对软土地基的沉降量进行预测,将“动力系统自记忆原理”引入软土地基沉降预测中.采用双向差分原理反导出软土地基沉降的非线性常微分方程,将其作为微分动力核,建立软土地基沉降自记忆模型,并将该模型用于汕汾高速公路软土地基沉降的预测.研究结果表明,将自记忆原理引入到软土地基沉降的预测中,提高了预测的精度和适用范围,为软土地基沉降的预测提供了一种新的方法.

本文引用格式

黄仁东;金浩;汪宏 . 基于动力系统自记忆原理的软土地基沉降预测[J]. 科技导报, 2013 , 31(9) : 31 -35 . DOI: 10.3981/j.issn.1000-7857.2013.09.004

Abstract

The foundation settlement is a nonlinear dynamic system development process, and based on the fact, "the self-memorization principle of the dynamic system" is introduced to predict the soft soil foundation settlement accurately. Taking a nonlinear ordinary differential equation derived from the bilateral difference principle as a dynamic kernel, a soft soil foundation settlement based self-memorization model is constructed and applied to the Shan-Fen Expressway soft foundation settlement prediction. It is shown that with the introduction of the self-memorization principle, the soft soil foundation settlement prediction can be improved in the accuracy and the range of applications, which provides a new way to predict the soft soil foundation settlement.
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