Radical-basis prediction of long-term surface settlement induced by shield tunnel construction function network

WEI Gang; ZHANG Jin-ju; WEI Xin-jiang

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Radical-basis prediction of long-term surface settlement induced by shield tunnel construction function network

更新时间：2026-06-25

- Radical-basis prediction of long-term surface settlement induced by shield tunnel construction function network
- Vol. 27, Issue S2, (2006)
- 作者机构：
  
  1. 浙江大学城市学院工程分院土木工程系,杭州,310015
  2. 常州市嘉华建筑设计有限公司,江苏,常州,213001
- 作者简介：
- 基金信息：
- DOI：
  CLC： U456.1
- Online First：16 December 2006，
  
  Published：2006
- 稿件说明：
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WEI Gang, ZHANG Jin-ju, WEI Xin-jiang. Radical-basis prediction of long-term surface settlement induced by shield tunnel construction function network[J]. 2006, 27(S2).
DOI：

WEI Gang, ZHANG Jin-ju, WEI Xin-jiang. Radical-basis prediction of long-term surface settlement induced by shield tunnel construction function network[J]. 2006, 27(S2). DOI：

摘要

利用径向基函数网络理论，采用Matlab软件进行编程，对盾构隧道引起的轴线上方地面长期沉降进行预测。在实际操作中，将训练(即拟合)和仿真(即预测)融为一体，使预测结果具有较高的精度。6个算例分析结果表明，径向基函数网络方法可以较好地预测盾构隧道引起的地面长期沉降。

Abstract

Based onradical-basis function network theory the prediction of long-term surface settlement above the tunnel axes caused by shield construction is programmed with Matlab software. In actual operation

training (fitness) and simulating (prediction) are combined to make the prediction results more precise. 6 case studies show that

the ground long-term settlement can be predicted accurately by the radical-basis function network.

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