| 大北窑地铁隧道顶板稳定性控制研究 |
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| 引用本文： | 邹正盛,章银祥,霍贺生,朱胜强.大北窑地铁隧道顶板稳定性控制研究[J].力学学报,1999,7(4):291-297. |
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| 作者姓名： | 邹正盛 章银祥 霍贺生 朱胜强 |
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| 作者单位： | 1. 北京市城市建设工程研究院,北京100081;
2. 北京市第三城市建设公司,北京100013 |
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| 摘 要： | 分析大北窑地铁隧道饱水粉细砂层顶板的地质环境及其工程特性，用超细水泥注浆加固新工艺稳定流砂段及其扰动段的顶板。运用地质工程观点，充分利用顶板底部的粉砂薄层，用钢管加固未扰动段顶板。地面监测资料说明，本文的措施对其顶板稳定性控制非常有效。
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| 关 键 词： | 粉细砂 地铁 稳定性 双排管注浆法 |
| 收稿时间： | 1998-05-05 |
| 修稿时间： | 1998-06-15 |
RESEARCH ON THE ROOF STABILITY CONTROL OF DABEIYAO METRO TUNNEL |
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| ZOU Zheng sheng,ZHANG Yin xiang,HUO He sheng,ZHU Sheng qiang.RESEARCH ON THE ROOF STABILITY CONTROL OF DABEIYAO METRO TUNNEL[J].chinese journal of theoretical and applied mechanics,1999,7(4):291-297. |
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| Authors: | ZOU Zheng sheng ZHANG Yin xiang HUO He sheng ZHU Sheng qiang |
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| Institution: | 1. Beijing Urban Construction Institute, Beijing 100081;
2. Beijing Third Urban Construction Company, Beijing 100013 |
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| Abstract: | The excavation of 76m long Dabeiyao Metro tunnel had to be stopped because of quicksand at its roof. A high cost freezing scheme was suggested to use after some researches and tests for more than one year. Hereafter the problem was studied by the authors from geoengineering view point. The geological environment and engineering geological properties of saturated silt and fine sand roof are analyzed in this paper. A new microcement grouting technique is developed to stabilize the Dabeiyiao tunnel roof at the quicksand and quicksand disturbed section. Steel tube grouting is used to stabilize the roof at the undisturbed section. monitoring data indicate that the measures are effective for the roof stability control. |
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| Keywords: | Silt and fine sand Metro Stability Double row tubes grouting method |
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