高填方机场加筋挡土墙施工技术与质量控制 |
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引用本文: | 齐文,丁一,梅平.高填方机场加筋挡土墙施工技术与质量控制[J].路基工程,2010,0(6):196-198. |
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作者姓名: | 齐文 丁一 梅平 |
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作者单位: | 空军第一建筑安装工程总队, 北京 100089 |
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摘 要: | 广西河池机场属于典型的高填方机场,为减少土石方量和节约投资,依实际地势采用了加筋挡土墙,挡墙高达60 m,在国内罕见。由于加筋材料力学性能好,分层回填压实度标准高,并对挡墙外侧反包施工技术进行优化,保证了加筋挡土墙整体结构的稳定。
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关 键 词: | 高填方 加筋挡土墙 双向土工格栅 压实度 检测 |
收稿时间: | 2019-11-11 |
Construction Technology and Quality Control of Reinforced Retraining Wall for High Filled Airport |
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Authors: | QI Wen DING Yi MEI Ping |
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Institution: | (The First Architectural Installation Engineering Brigade of Air Force,Beijing 100089,China) |
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Abstract: | Guangxi Hechi Airport belongs to the typical high filled airport.In order to reduce earthwork volumeand save cost,reinforced retaining wall of 60m high is adopted according to the practical situation,which is rare in domestic.Due to good mechanical property of reinforcing material,high standard of layered backfill compactness,and optimization of inverted packaging outside retaining wall,the stability of the whole structure is ensured. |
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Keywords: | high fill reinforced retaining wall biaxial geogrid compactness detection |
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