| 土质地层公路隧道大断面快速施工技术研究 |
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| 引用本文： | 谭忠盛,杨旸,薛君. 土质地层公路隧道大断面快速施工技术研究[J]. 中国公路学报, 2021, 34(9): 253-262. DOI: 10.19721/j.cnki.1001-7372.2021.09.021 |
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| 作者姓名： | 谭忠盛 杨旸 薛君 |
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| 作者单位： | 1. 北京交通大学 土木建筑工程学院, 北京 100044;2. 中交第一公路工程局有限公司, 北京 100024 |
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| 基金项目： | 新疆自治区重大科技专项（2018A03003-2） |
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| 摘 要： | 随着交通工程建设的快速发展,公路长大隧道越来越多,常规施工方法效率较低,无法满足工期要求,这对公路隧道快速施工技术提出了新的挑战.以东天山特长公路隧道为背景,提出土质地层隧道大断面开挖工法,通过力学分析及现场对比试验,分析论证了该工法的可行性.结果表明:土质隧道大断面开挖时,采用超长小导管能够减少上部围岩压力对掌子面滑...
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| 关 键 词： | 隧道工程 土质围岩 对比试验 大断面开挖 极限平衡法 掌子面稳定 台阶法 |
| 收稿时间： | 2020-04-05 |
Research on Highway Tunnel Rapid Construction Technology with Large-section Excavation in Soil Layer |
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| TAN Zhong-sheng,YANG Yang,XUE Jun. Research on Highway Tunnel Rapid Construction Technology with Large-section Excavation in Soil Layer[J]. China Journal of Highway and Transport, 2021, 34(9): 253-262. DOI: 10.19721/j.cnki.1001-7372.2021.09.021 |
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| Authors: | TAN Zhong-sheng YANG Yang XUE Jun |
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| Affiliation: | 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;2. CCCC First Highway Engineering Co. Ltd., Beijing 100024, China |
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| Abstract: | With the rapid developments in traffic engineering construction and the increasing number of highway tunnels, the conventional tunnel construction method with low efficiency cannot satisfy the time limits, which poses a new challenge to highway tunnel rapid construction technology. Based on the Mt. Dongtian Tunnel, a tunnel large-section excavation method of soil strata was proposed, the feasibility of which was proven by a mechanical analysis and field comparative test. The results demonstrate that an ultra-long small pipe can reduce the load of the surrounding rock pressure on the slipping soil of the tunnel face, whereas core soil can provide a supporting force to the slipping soil of the tunnel face. By using these two control measures, the tunnel face can be stabilized in the soil layer. Compared to the bench excavation method, the surrounding rock pressure release rate of large-section excavation is much faster, the deformation rate is rapid, and the stresses of the steel arch and shotcrete are quickly increased, all of which can be controlled until the invert is completed. Therefore, it is necessary to improve the early bearing capacity of the initial lining further by improving the early strength of shotcrete. The large-section excavation method can provide more space for working machines and the construction processes are simple; thus, it can realize the simultaneous operation of multiple machines in the tunnel. Compared to the bench excavation method, the efficiency of the large-section excavation method is increased by approximately 22%. According to the comprehensive evaluation, the large-section excavation method can provide tunnel face stability, safe initial lining, and higher construction efficiency than the bench excavation method. |
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| Keywords: | tunnel engineering silty clay contrastive test large-section excavation limit equilibrium method tunnel face stability bench excavation method |
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