| 堡镇隧道软岩高地应力地层大变形控制关键技术 |
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| 引用本文： | 王水善. 堡镇隧道软岩高地应力地层大变形控制关键技术[J]. 隧道建设, 2009, 29(2): 227-231 |
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| 作者姓名： | 王水善 |
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| 作者单位： | 1．中铁隧道集团有限公司 2．铁道部宜万铁路建设指挥部 |
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| 摘 要： | 宜万线堡镇隧道施工中遇到高地应力软岩大变形，开挖地质情况与设计不符，初期支护变形严重等问题，为了安全顺利通过此段，施工中采用了先柔后刚、先放后抗、多重支护，提高二次衬砌刚度和超短台阶等支护措施，有效控制了围岩大变形。为了更好地控制变形，采用了变形预测程序，通过对预测值和实测值比较，证实了预测软件具有较好的可靠性。通过变形量测资料及时调整支护参数，顺利通过了高地应力软岩段。
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| 关 键 词： | 隧道高地应力软岩大变形控制 |
| 收稿时间： | 2008-12-22 |
| 修稿时间： | 2009-03-23 |
Key Technology to Control Serious Deformations of Soft Rock Stratum with High Ground Stress: Case Study on Baozhen Tunnel |
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| WANG Shuishan. Key Technology to Control Serious Deformations of Soft Rock Stratum with High Ground Stress: Case Study on Baozhen Tunnel[J]. Tunnel Construction, 2009, 29(2): 227-231 |
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| Authors: | WANG Shuishan |
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| Affiliation: | 1. China Railway Tunnel Group Co., Ltd.2. Yichang Wanzhou Railway Construction Headquarters of Ministry of Railways |
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| Abstract: | During the construction of Baozhen tunnel on Yichang-Wanzhou railway,serious deformation of soft rocks with high ground stress,unconformity between excavation-revealed geological conditions and the designed geological conditions and severe support distortions happen.In order to ensure the successful tunneling through this section,countermeasures including installing flexible support before the installation of the rigid support,stress releasing before stress resisting,installing multi-layer supports,improvin... |
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| Keywords: | tunnel high ground stress soft rock serious deformation control |
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