| 某砂岩顺层挖方高边坡治理工程施工期变形特征与工程效果评价 |
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| 引用本文： | 朱彦鹏, 施多邦, 段新国, 吴林平, 王桢, 吕向向, 滕振银. 某砂岩顺层挖方高边坡治理工程施工期变形特征与工程效果评价[J]. 中国地质灾害与防治学报, 2023, 34(2): 111-119. doi: 10.16031/j.cnki.issn.1003-8035.202202012 |
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| 作者姓名： | 朱彦鹏 施多邦 段新国 吴林平 王桢 吕向向 滕振银 |
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| 作者单位： | 1.兰州理工大学土木工程学院，甘肃 兰州 730050;; 2.西部土木工程防灾减灾教育部工程研究中心，甘肃 兰州 730050;; 3.中铁西北科学研究院有限公司，甘肃 兰州 730030 |
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| 基金项目： | 国家自然科学基金（51978321）；;教育部长江学者创新团队支持计划项目（IRT＿17R51）； |
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| 摘 要： | 为了研究砂岩顺层挖方高边坡支护工程施工期间及施工后的边坡变形规律和治理工程效果，文章依托北京某边坡支护项目，对边坡在施工过程中的锚索轴力及边坡位移进行监测分析，结果表明：锚索轴力变化主要分为加速损失阶段、波动阶段以及持续稳定趋变阶段；锚索轴力变化可以很好地反映坡体内力的变化情况；坡顶水平位移和竖向沉降的变化，可以反映边坡深层位移的变化规律和边坡的稳定性；框架预应力锚索抗滑桩组合支护体系应用于砂岩顺层挖方高边坡的支护时，具有较好的支护效果。采用有限元分析软件，模拟该砂岩顺层挖方高边坡的开挖支护过程发现：随着边坡的开挖，坡体位移沿着软弱滑动面向坡角发展，边坡稳定性降低。将监测结果与模拟结果对比分析，发现二者的变化趋势基本一致，证明了该边坡的支护体系能有效地控制边坡的变形。研究成果能为以后类似边坡的设计施工提供参考。
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| 关 键 词： | 挖方高边坡 工程治理效果 变形趋势分析 稳定性 软弱滑动面 数值模拟 |
| 收稿时间： | 2022-02-11 |
| 修稿时间： | 2022-05-28 |
Deformation characteristics and engineering effect evaluation of a sandstone bedding excavation high slope treatment project during construction |
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| ZHU Yanpeng, SHI Duobang, DUAN Xinguo, WU Linping, WANG Zhen, LYU Xiangxiang, TENG Zhenyin. Deformation characteristics and engineering effect evaluation of a sandstone bedding excavation high slope treatment project during construction[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(2): 111-119. doi: 10.16031/j.cnki.issn.1003-8035.202202012 |
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| Authors: | ZHU Yanpeng SHI Duobang DUAN Xinguo WU Linping WANG Zhen LYU Xiangxiang TENG Zhenyin |
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| Affiliation: | 1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050，China;; 2.Western Civil Engineering Disaster Prevention and Mitigation Engineering Research Center, Ministry of Education, Lanzhou, Gansu 730050，China;; 3.China Railway Northwest Research Institute Co. Ltd., Lanzhou, Gansu 730030，China |
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| Abstract: | In order to study the slope deformation law during and after the construction of the sandstone bed-cut high slope support project and the effect of the treatment project, this paper relies on a slope support project in Beijing to analyze the axial force of the anchor cable and the slope during the construction process. The slope displacement is monitored and analyzed, and the results show that the change of the axial force of the anchor cable is mainly divided into the acceleration loss stage, the fluctuation stage and the continuous stable trend stage; the change of the axial force of the anchor cable can well reflect the change of the internal force of the slope; the change of horizontal displacement and vertical settlement can reflect the change law of the deep displacement of the slope and the stability of the slope, has a better support effect. The finite element analysis software was used to simulate the excavation and support process of the sandstone-layered high slope. It was found that with the excavation of the slope, the displacement of the slope developed along the slope angle of the weak sliding surface, and the stability of the slope decreased. The monitoring results and the simulation results are compared and analyzed, and it is found that the change trends of the two are basically the same, which proves that the slope support system can effectively control the deformation of the slope. The research results can provide reference for the design and construction of similar slopes in the future. |
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| Keywords: | excavation high slope project management effect deformation trend analysis stability weak sliding surface numerical simulation |
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