科学技术创新2024,Issue(10) :126-129.

黄土路基"三背"回填施工技术研究

Research on the"Three Backs"Backfilling Construction Technology for Loess Roadbed

李桂梅
科学技术创新2024,Issue(10) :126-129.

黄土路基"三背"回填施工技术研究

Research on the"Three Backs"Backfilling Construction Technology for Loess Roadbed

李桂梅1
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作者信息

  • 1. 信尔达工程科技(甘肃)有限公司,甘肃 兰州
  • 折叠

摘要

某高速公路处于黄土区,为确保在其"三背"回填施工质量,依托该项目开展了一系列研究.通过试验获取了原状土的密度、含水率等基本指标,再获得了在不同含水率情况下的粘聚力和内摩擦角等数据,为黄土区"三背"回填提供了理论支持.

Abstract

A certain expressway is located in a loess area.In order to ensure the quality of its"three backs"backfilling construction,a series of studies have been carried out based on this project.Through ex-periments,basic indicators such as density and moisture content of undisturbed soil were obtained,and data such as cohesion and internal friction angle were obtained under different moisture content conditions,provid-ing theoretical support for the"three backs"backfilling in loess areas.

关键词

黄土路基/击实试验/抗剪强度/"三背"回填

Key words

loess subgrade/compaction test/shear strength/"Three Backs"backfilling

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出版年

2024
科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
参考文献量5
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