| 汉洪高速公路软土路基滑移分析及处理 |
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| 引用本文： | 张明星,熊磊,雷美清. 汉洪高速公路软土路基滑移分析及处理[J]. 土工基础, 2008, 22(4): 40-41,79 |
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| 作者姓名： | 张明星 熊磊 雷美清 |
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| 作者单位： | 1. 武汉市出口高速公路有限公司,武汉,430031
2. 中国科学院武汉岩土力学研究所,武汉,430071 |
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| 摘 要： | 汉洪高速公路K14＋230．8～K14＋380为软土路基段，采用“薄层轮加法”施工。根据该路段软土地基路基失稳滑移的实例，分析引起路基滑移的原因，探讨失稳路基处理的方法。
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| 关 键 词： | 高速公路 软土地基 失稳滑移 分析 |
The Analysis and Settlement to Soft Soil Foundation of Hanhong Expressway |
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| ZHANG Ming xing,XIONG Lei,LEI Mei qing. The Analysis and Settlement to Soft Soil Foundation of Hanhong Expressway[J]. Soie Engineering and Foundation, 2008, 22(4): 40-41,79 |
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| Authors: | ZHANG Ming xing XIONG Lei LEI Mei qing |
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| Affiliation: | ZHANG Ming xing, XIONG Lei, LEI Mei qing (1. Wuhan exit expressway CO. LTD, Wuhan 430031; 2. Inst. of Rock and Soil Mech. , The Chinese Academy of Sciences, Wuhan 430071, China) |
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| Abstract: | Hanhong expressway K14 230.8~K14 380 is the section of soft soil foundation, thin-layer rotary adding method is used in the construction. According to the slippage example of foundation in the section, the cause is analyzed and the ideas to settle the slippage is also discussed. |
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| Keywords: | expressway soft soil foundation slippage analysis |
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