| 全断面砂砾地层盾构法旋工土体改良技术 |
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| 引用本文： | 郭胜忠.全断面砂砾地层盾构法旋工土体改良技术[J].都市快轨交通,2011,24(2):73-75. |
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| 作者姓名： | 郭胜忠 |
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| 作者单位： | 天津城建隧道股份有限公司; |
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| 摘 要： | 结合我国地铁隧道施工的重要工法--盾构法,以沈阳地铁1号线小什字街站--滂江街站区间为例,通过对全断面砂砾地层中长距离盾构法施工土体改良技术的分析,为相关工程提供借鉴和参考.
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| 关 键 词： | 城市轨道交通 全断面砂砾地层 盾构法施工 土体改良技术 长距离 |
| 修稿时间： | 2013/12/12 0:00:00 |
Soil Improvement Techniques for Full-face Shield Tunneling through Sand and Gravel Stratum |
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| Guo Shengzhong.Soil Improvement Techniques for Full-face Shield Tunneling through Sand and Gravel Stratum[J].Urban Rapid Rail Transit,2011,24(2):73-75. |
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| Authors: | Guo Shengzhong |
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| Institution: | Guo Shengzhong(Tianjin Urban Construction Tunnel Co.,Ltd.,Tianjin 300250) |
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| Abstract: | With the development of urban subway construction,shield tunneling has become a major construction method.Taking the transit tunnel from Xiaoshizijie Station to Pangjiangjie Station on Shenyang metro Line 1 as an example,analysis was carried out for the soil improvement techniques for full-face long distance shield driving through sand and gravel stratum,aiming at providing guidelines to related projects. |
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| Keywords: | urban rail transit full-face sand and gravel stratum shield tunneling soil improvement techniques long distance |
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