Abstract:
<正>大腹山隧洞位于福州市西郊大腹山,西起闽江北港的文山里,东至福州市郊五凤村,全长2950m,为福州市内河引水冲污工程的首段引水线路.隧洞采用新奥法(NATM)施工,并在工程地质条件较差的洞段进行位移监控量测,以掌握围岩的稳定性变化,指导施工及支护.目前,对地下工程围岩位移的预测有典型的数学力学分析法以及常规的统计数学方法.然而,地下洞室的稳定性与许多因素有关,如岩体构造、岩
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Year: 2000
Language: Chinese
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 4
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