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| 高填方路堤支挡结构形式的发展与评述 | |
| 引用本文： | 白云龙.高填方路堤支挡结构形式的发展与评述[J].北方交通,2012(9):48-50. |
| 作者姓名： | 白云龙 |
| 作者单位： | 辽宁路桥建设第一有限公司,沈阳,110022 |
| 摘 要： | 对国内外公路高路堤的发展状况进行了综述,重点介绍双面垂直边坡互锚式薄壁挡土墙建造高填方山区高速公路或高等级公路的支挡结构的特点,并进行了社会、经济效益分析。 |
| 关 键 词： | 高填方山区高速公路 片石护坡 重力式挡土墙 加筋土式 双面垂直边坡互锚式薄壁挡土墙 |
Development and Review of Retaining Structure of High Fill Embankment |
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| Authors: | BAI Yun-long |
| Institution: | BAI Yun-long |
| Abstract: | The status of development of high embankment of domestic and overseas highway is summarized,the feature of two-sided vertical mutual anchoring thin retaining wall that is used for the construction of retaining structure of expressway or high grade highway at high fill mountainous area is introduced emphatically,and social and economic benefit analysis is made. |
| Keywords: | Expressway at high fill mountainous area Slope protection with rubble Gravity retaining wall Reinforced earth type Two -sided vertical mutual anchoring thin retaining wall |
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