| 浅埋偏压软弱围岩大断面隧道综合处治措施 |
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| 引用本文： | 郑先奇.浅埋偏压软弱围岩大断面隧道综合处治措施[J].山西建筑,2012,38(8):198-200. |
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| 作者姓名： | 郑先奇 |
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| 作者单位： | 中铁十六局集团第三工程有限公司,浙江湖州,313000 |
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| 摘 要： | 针对某隧道开挖断面大、地质条件差、Ⅳ级、Ⅴ级围岩所占比例大等特点,施工过程中发生过塌方、地表沉降、溶洞、特大溶洞、软弱围岩收敛变形超限,分别采用针对性的综合处治措施,顺利通过了出口长大浅埋偏压地段,取得了十分满意的效果。
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| 关 键 词： | 高速公路 浅埋偏压 软弱围岩 大断面隧道 |
On comprehensive treatment measures of large-section tunnel with shallow bias weak rock |
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| ZHENG Xian-qi.On comprehensive treatment measures of large-section tunnel with shallow bias weak rock[J].Shanxi Architecture,2012,38(8):198-200. |
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| Authors: | ZHENG Xian-qi |
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| Affiliation: | ZHENG Xian-qi |
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| Abstract: | According to the features in the construction process of the tunnel,including the large excavation section,the weak geological conditions,the large percentage of Ⅳ-level and Ⅴ-level surrounding rock,the collapses in the construction process,the surface settlement,the karst caves,the super-large karst caves,the overrunning of the convergence deformation of the weak rock and adopts the respective comprehensive treatment measures,so it can go through the exit long and large shallow bias section and achieve the satisfying results. |
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| Keywords: | expressway shallow and bias weak rock large-section tunnel |
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