| 加筋土稳定性分析与配筋优化研究 |
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| 引用本文： | 程刚,熊传治,孙晓然,彭状,陈勃. 加筋土稳定性分析与配筋优化研究[J]. 矿冶工程, 2005, 25(6): 17-20 |
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| 作者姓名： | 程刚 熊传治 孙晓然 彭状 陈勃 |
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| 作者单位： | 长沙矿冶研究院,湖南,长沙,410012;长沙矿冶研究院,湖南,长沙,410012;长沙矿冶研究院,湖南,长沙,410012;长沙矿冶研究院,湖南,长沙,410012;长沙矿冶研究院,湖南,长沙,410012 |
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| 摘 要： | 采用精确解法代替传统的条分法求取在有加固构件作用下的临界滑动面和最小安全系数, 提高了在有加固构件作用下的边坡的安全系数的计算精度。结合某路堤工程提出了配筋优化的思想。
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| 关 键 词： | 加筋土 滑动面 安全系数增量 配筋优化 |
| 文章编号： | 0253-6099(2005)06-0017-04 |
| 收稿时间： | 2005-10-09 |
| 修稿时间： | 2005-10-09 |
The Stability Analysis for Reinforced Earth and Study on the optimization of Reinforcement |
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| CHEN Gang,XIONG Chuan-zhi,SUN Xiao-ran,PENG Zhuang,CHEN Bo. The Stability Analysis for Reinforced Earth and Study on the optimization of Reinforcement[J]. Mining and Metallurgical Engineering, 2005, 25(6): 17-20 |
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| Authors: | CHEN Gang XIONG Chuan-zhi SUN Xiao-ran PENG Zhuang CHEN Bo |
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| Affiliation: | Changsha Research Institute of Mining &Metallurgy, Changsha 410012, Hunan, China |
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| Abstract: | An accurate solution method was adopted instead of the traditional gore method so as to study the critical sliding surface and the minimum safety factor of slope with the reinforced structural members. The result shows that the precision of calculation for the reinforced slope has been improved. Based on the practical embankment project, an optimization program for reinforcement has also been proposed. |
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| Keywords: | reinforced earth critical sliding surface increment of safety factor optimization of reinforcement |
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