| 运用多点支承连续板法分析京珠高速公路隧道锚喷支护参数 |
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| 引用本文： | 黄新国,黄晖,张子新.运用多点支承连续板法分析京珠高速公路隧道锚喷支护参数[J].公路交通科技,2004,21(2):70-72,76. |
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| 作者姓名： | 黄新国 黄晖 张子新 |
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| 作者单位： | 1. 中铁十二局广州工程指挥部,广东,广州,510000
2. 同济大学,上海,200092 |
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| 摘 要： | 针对软弱围岩大跨度地下洞室的复杂受力特征,采用一种比较简便的锚喷支护近似计算方法,即多点支承连续板法分析了京珠高速公路隧道锚喷支护参数,取得了满意的结果。
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| 关 键 词： | 多点支承连续板法 参数 隧道 |
| 文章编号： | 1002-0268(2004)02-0070-03 |
Analysis of Rock Bolt and Concrete Parameters of Beijing-Zhuhai Expressway Tunnels by Using Multi-supporting Sheet Method |
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| HUANG Xin-guo,HUANG Hui,ZHANG Zi-xin.Analysis of Rock Bolt and Concrete Parameters of Beijing-Zhuhai Expressway Tunnels by Using Multi-supporting Sheet Method[J].Journal of Highway and Transportation Research and Development,2004,21(2):70-72,76. |
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| Authors: | HUANG Xin-guo HUANG Hui ZHANG Zi-xin |
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| Institution: | HUANG Xin-guo~1,HUANG Hui~1,ZHANG Zi-xin~2 |
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| Abstract: | Based on the complicated properties of soft rock tunnel with large-span dimension,a simple rock bolt and concrete method,namely multi-supporting sheet method,is provided in this paper.Furthermore,the rock bolt and concrete parameters for tunnel supporting system are also analyzed by using this method and the results are well in agreement with real project. |
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| Keywords: | Multi-supporting sheet method Parameter Tunnel |
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