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等维灰数递补技术在隧道地表沉降预测中的研究与应用
引用本文:彭立敏,雷明锋,施成华,吴祖标.等维灰数递补技术在隧道地表沉降预测中的研究与应用[J].铁道科学与工程学报,2008,5(2):52-56.
作者姓名:彭立敏  雷明锋  施成华  吴祖标
作者单位:中南大学,土木建筑学院,湖南,长沙,410075
摘    要:基于等维灰数递补数据处理技术,建立了等维灰数递补GM(1,1)模型,对洞口山体沉降进行预测和模拟,以判定洞口山体的稳定性。结果表明:等维灰数递补数据处理技术充分利用了系统响应的最新信息,降低了预测系统的灰度,提高了模型的预测精度,预测结果可靠,与常规灰色预测模型相比,该法更具有实用价值。

关 键 词:隧道工程  灰色理论  等维灰数递补技术  地表沉降  预测
文章编号:1672-7029(2008)02-0052-05
修稿时间:2008年3月6日

Research and application of the same dimension gray recurrence technique for surface settlement prediction in tunnel
PENG Li-min,LEI Ming-feng,SHI Cheng-hua,WU Zu-biao.Research and application of the same dimension gray recurrence technique for surface settlement prediction in tunnel[J].Journal of Railway Science and Engineering,2008,5(2):52-56.
Authors:PENG Li-min  LEI Ming-feng  SHI Cheng-hua  WU Zu-biao
Abstract:Based on the technique of the same dimension gray recurrence,the GM(1,1) model was established,which is used to simulate and predict the slope settlement of the tunnel outlet,so that the slope stability could be analyzed.The results indicate that not only the latest system response information is fully used,but also the gray-level of the prediction system is decreased.The precision of model prediction is improved with considerable reliability.It has more practical value than the traditional grey model.
Keywords:tunneling engineering  grey theory  technique of the same dimension gray recurrence  settlement of ground surface  prediction
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