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author:

简文彬 (简文彬.) [1] (Scholars:简文彬) | 姚环 (姚环.) [2] (Scholars:姚环) | 陈祺模 (陈祺模.) [3]

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CSCD

Abstract:

以福州大腹山隧洞为例,在分析其工程地质条件的基础上,对隧洞围岩位移监控量测数据建立了非线性时间序列分析模型. 所建模型可用于预测隧洞围岩位移的未来变化,评价围岩的稳定性.

Keyword:

位移 围岩 时序分析 福州 隧洞

Community:

  • [ 1 ] [简文彬]福州大学
  • [ 2 ] [姚环]福州大学
  • [ 3 ] [陈祺模]福州大学

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Source :

福州大学学报(自然科学版)

ISSN: 1000-2243

CN: 35-1337/N

Year: 2000

Issue: 4

Volume: 28

Page: 112-115

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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