| G85麻柳湾至昭通段K3-K6岩堆体桥梁稳定性分析 |
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| 引用本文： | 赵华宏,温广军.G85麻柳湾至昭通段K3-K6岩堆体桥梁稳定性分析[J].交通标准化,2013(4):70-73. |
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| 作者姓名： | 赵华宏 温广军 |
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| 作者单位： | 安徽省交通规划设计研究院,安徽合肥,230088 |
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| 摘 要： | 岩堆由于其特殊的区域地质环境及形成条件,决定其物质结构成分、工程地质性质、稳定性等有较大的不均匀性及变异性,对岩堆稳定性评价目前仍为工程技术难题.本文对麻昭高速第一合同段岩堆路段综合勘察,首先进行分类定性评价,进一步定量分析研究,并以K3-K6段岩堆为例分析岩堆上桥梁建设稳定性问题,具有较大的工程现实意义和借鉴意义.
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| 关 键 词： | 岩堆 斜坡 高架桥 稳定性 |
Stability Analysis on K3-K6 Viaduct on Rock Heap of G85 Highway from Maliu Bay to Zhaotong Segment |
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| ZHAO Hua-hong and WEN Guang-jun.Stability Analysis on K3-K6 Viaduct on Rock Heap of G85 Highway from Maliu Bay to Zhaotong Segment[J].Communications Standardization,2013(4):70-73. |
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| Authors: | ZHAO Hua-hong and WEN Guang-jun |
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| Institution: | (Anhui Communications Consulting & Design Institute,Hefei 230088,China) |
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| Abstract: | The rock heap has special regional geological environment and formation conditions, which decides there are a greater heterogeneity and variability in some aspects, such as material and structural components, engineering geological properties. It''s very difficult to analysis the stability of the rock heap. |
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| Keywords: | rock heap slope viaduct stability |
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