| 土工格网加筋台背填土试验研究 |
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| 引用本文： | 鄢文仿.土工格网加筋台背填土试验研究[J].石家庄铁道学院学报(社会科学版),2007(2):82-85. |
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| 作者姓名： | 鄢文仿 |
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| 作者单位： | [1]上海交通大学船舶海洋与建筑工程学院,上海200240 [2]中铁十九局集团四公司,内蒙古通辽028000 |
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| 摘 要： | 路桥过渡段桥头跳车是高等级公路建设中较难处理的常见问题,往往给高速公路快速、平稳行车带来不利的影响。结合衡枣高速公路桥梁工程实例,介绍了采用土工格网进行桥台台背填土处理的方案,通过现场试验,分析土工格网处理桥头跳车的现场试验方法、数据分析及实际效果,为解决高速公路桥头跳车危害积累经验。
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| 关 键 词： | 桥头跳车 土工格网 台背 试验研究 |
| 修稿时间： | 2007/2/1 0:00:00 |
Experimental Investigation on Back Abutment Soil with Geotechnic Grid |
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| Authors: | Yan Wenfang |
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| Institution: | 1. School of Ocean and Civil Engineering, Shanghai Jiaotong University,Shanghai 200240, China; 2. The 4th Co. Ltd of the 19th China Railway Bureau Group,Tongliao 028000,China |
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| Abstract: | Vehicle bumpiness at the transition section of the roadbed and the bridge is a difficult problems in the highway construction, which has an adverse effect on the rapid and stable running of the vehicles. This paper, based on bridge construction on Hengzao |
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| Keywords: | vehicle bumpiness at bridge end geotechnic grid back abutment experimental investigation |
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