| 单斜岩质地层重式挡墙抗滑移合理性设计 |
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| 引用本文： | 文继涛. 单斜岩质地层重式挡墙抗滑移合理性设计[J]. 城市道桥与防洪, 2021, 0(4): 42-44. DOI: 10.16799/j.cnki.csdqyfh.2021.04.012 |
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| 作者姓名： | 文继涛 |
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| 作者单位： | 自贡市城市规划设计研究院有限责任公司,四川自贡643000 |
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| 摘 要： | 基于西南山地较为常见的单斜岩质地层上修建重力式挡墙的情况,通过对水平基底、倾斜基底、锚杆基础、台阶基础、加大埋置深度、台阶和锚杆联合基础六种基础处理方式进行经济技术对比,分析各种方案的优缺点,提出了合理化的基础抗滑移设计方案.
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| 关 键 词： | 单斜地层 重力式挡墙 基础处理 抗滑移 经济性 |
| 收稿时间： | 2020-10-12 |
Rational Design of Anti Sliding of Heavy Retaining Wall in Monoclinic Rock Stratum |
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| WEN Jitao. Rational Design of Anti Sliding of Heavy Retaining Wall in Monoclinic Rock Stratum[J]. Urban Roads Bridges & Flood Control, 2021, 0(4): 42-44. DOI: 10.16799/j.cnki.csdqyfh.2021.04.012 |
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| Authors: | WEN Jitao |
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| Abstract: | Rational Design of Anti Sliding of Heavy Retaining Wall in Monoclinic Rock Stratum Wen JitaoThis paper is based on the construction of gravity retaining wall on monoclinic rock stratum which is more common in mountainous areas of Southwest China. A reasonable design scheme for anti-slide displacement of foundation is proposed after economic and technical comparison of the six foundation treatment methods of horizontal base, inclined base, anchor rod foundation, step foundation, increasement of embedded depth, step and anchor combined foundation and analysis on the advantages and disadvantages of these respective approaches. |
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| Keywords: | Unilaterally dipping strata gravity retaining wall foundation treatment anti sliding economy |
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