| 顶进法施工地道桥路堑边坡综合防护设计 |
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| 引用本文： | 舒华.顶进法施工地道桥路堑边坡综合防护设计[J].路基工程,2010,0(2):191-193. |
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| 作者姓名： | 舒华 |
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| 作者单位： | 中铁二院工程集团有限责任公司，成都 610031 |
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| 摘 要： | 以国道325线北罗坑路堑地段框架地道桥顶进法施工条件下的边坡防护设计为例,经综合对比分析,确定采用以土钉支护为主的综合防护设计方案,通过稳定性检算,设计符合规范要求,工程取得良好效果。
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| 关 键 词： | 顶进法施工 边坡防护 土钉墙 |
| 收稿时间： | 2019-11-10 |
Comprehensive Protective Design of Cutting Slope in Tunnel Bridge Construction with Jack-in Method |
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| Authors: | SHU Hua |
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| Institution: | China Railway Eryuan Engineering Group Co./a>;Ltd./a>;Chengdu 610031/a>;China |
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| Abstract: | Taking slope protective design of tunnel bridge in Beiluokeng cut section of national highway No.325 Line under construction with jack-in method for example,this paper determines comprehensive protective program mainly with soil nail support through contrast analysis.Through stability verification,the design conforms to the standard and the engineering can obtain better effect. |
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| Keywords: | construction with jack-in method side slope protection soil nail wall |
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