| 临河浸水路堤稳定性分析 |
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| 引用本文： | 贾建彬.临河浸水路堤稳定性分析[J].公路交通技术,2008(1):12-14. |
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| 作者姓名： | 贾建彬 |
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| 作者单位： | 河北石青高速公路有限公司,石家庄,050051 |
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| 摘 要： | 交通荷载、水位变化、土工格栅加筋材料的使用，均会对临河浸水路堤的稳定性产生影响。在用常规条分法分析的基础上，采用有限元方法分析交通荷载、水位升降变化、土工格栅刚度和布设方式对浸水路堤稳定性的影响。
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| 关 键 词： | 浸水路堤 稳定性 有限元方法 交通荷载 土工格栅 |
| 文章编号： | 1009-6477(2008)01-0012-03 |
| 修稿时间： | 2007年3月21日 |
Analysis of Stability of Water Immersed Road Embankment by the River |
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| JIA Jianbin.Analysis of Stability of Water Immersed Road Embankment by the River[J].Technology of Highway and Transport,2008(1):12-14. |
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| Authors: | JIA Jianbin |
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| Institution: | JIA Jianbin |
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| Abstract: | Traffic burden,water level change and the use of geotechnical engineering grate reinforced materials affect the stability of water immersed road embankment by the river.Based on the analysis on conventional Bishop method,this paper analyzes the influences of traffic burden,water level increase and decrease,geotechnical engineering grate rigidness and layout mode on the stability of water immersed road embankment via the finite element method. |
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| Keywords: | water immersed road embankment stability finite element method traffic burden geotechnical engineering grate |
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