| 国道314线布伦口水库段路基防护措施研究 |
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| 引用本文： | 阿布扎尔.国道314线布伦口水库段路基防护措施研究[J].国防交通工程与技术,2010,8(2):58-61. |
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| 作者姓名： | 阿布扎尔 |
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| 作者单位： | 新疆公路规划勘察设计研究院,新疆,乌鲁木齐,830006 |
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| 摘 要： | 结合314国道布伦口水库段公路改线工程,对水库塌岸因素进行了分析,并根据现场具体条件,提出了库岸区防护范围及防护措施:路基采取设置路肩墙、路堑边坡采用不同坡率及浆砌片石等,施工实践证明采用措施是合理的,为其它类似工程设计与施工提供有益的借鉴。
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| 关 键 词： | 水库 塌岸 路基防护 |
A Study of the Protective Measures for the Roadbed of the Bulunkou Reservoir Section of National Highway 314 |
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| Abuzarl.A Study of the Protective Measures for the Roadbed of the Bulunkou Reservoir Section of National Highway 314[J].Traffic Engineering and Technology for National Defence,2010,8(2):58-61. |
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| Authors: | Abuzarl |
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| Institution: | Abuzarl (Xinjiang Highway Planning and Survey Design Institution, Urumqi 830006,China) |
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| Abstract: | With the realigning project of the Bulunkou Reservoir Section of National Highway 314 as a practical example, the factors of the subsidence of the bank of the reservoir are analysed in the paper,with the bank ranges to he protected and some protective measures suggested according to the specific site conditions： the roadbed is protected with shoulder walls, the cut slopes will be of different falling gradients and be built with cemented ragstones. Construction practice shows that the measures adopted for the project are reasonable and the project may serve as a useful reference for other similar projects. |
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| Keywords: | reservoir subsidence of the banks roadbed protection |
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