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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.
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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
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Chinese Cited Count:
30 Days PV: 3